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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 -.

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Text shows just the words. Original shows the document exactly as it was published.

                                                                                                                                                                                                                                                                                                  GENERAL NOTES                                                                                                                              EARTHWORKS / EXCAVATION
                                                                                                                                                                                                                                                                                                  1.   DO NOT SCALE DRAWINGS.                                                                                                                GENERAL:
                                                                                                                                                        LAKE DOONELLA                                                                                                                             2.   ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING.                                         1.   ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION.




                                                                                                                                                                                                                                GO
                                                                                                                                                                                                                                                                                                  3.   THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION                             2.   ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE




                                                                                                                                                                                                                                   OD
                                                                                                                                                                                                                                                                                                       OF THE DISCREPANCY.                                                                                                                         UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN




                                                                                                                                                                                                                                      CH
                                                                                                                                                                                                                                                                                                  4.   THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE SUPERINTENDENT                                   STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ENGINEER.




                                                                                                                                                                                                                                         AP
                                                                                                                                                                                                                                                                                                       FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS.                                                                                        3.   STOCKPILES SHALL BE COVERED WITH TARPS.
                                                                                                                                                                                                                                                                                                  5.   ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT                                      4.   EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES.
                                                                                                                                                                                                                                                                                                       AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE                              5.   ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF
                                                                                                                                                                                                                                                                                                       SUPERINTENDENT.                                                                                                                             EARTHWORKS.
                                                                                                                                                                                                                                                                                                  6.   NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL                          6.   EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
                                                                                                                                                                                                                                                                                                       PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO




                                                                                                                                                                                                                                                            ST
                                                                                                                                                                                                                                                                                                       OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE REQUIREMENTS THEREOF.




                                                                                                                                                                                                                                                              RE
                                                                                                                                                                                                                                                                                                  7.   ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION.                                             TOPSOIL:




                                                                                                                                                                                                                                                                   ET
                                                                                                                                                                                  SITE                                                                                                            8.   A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE.                                              7.   PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY ROOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                   AFFECTED AREAS MUST BE REMOVED.
                                                                                                                                                                                                                                                                                                  9.   THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF THE
                                                                                                                                                                                                                                                                                                       NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.                                                            8.   ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR DISPOSED OF.
                                                                                                                                                                                                                                                                                                                                                                                                                                                   TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT.
                                                                                                                                                                         DRIVE


                                                                                                                                                                                                                                                                                                  10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND SITE
                                                                                                                                                                                                                                                                                                      SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT.
                                                                                                                                                                                 VENTU                              DRIVE
                                                                                                                                                                                          RE                                                                                                      11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED;                                                                                 STOCKPILE MANAGEMENT:
                                                                                                                                                                                                                                                                                                         ● CONSTRUCTION PRE-START MEETING                                                                                                     9. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A GUTTER,
                                                                                                                                                                                           CT


                                                                                                                                                                                                                                                                                                         ● SET OUT                                                                                                                                DRAIN OR WATER BODY, SUCH AS:
                                                                                                                                                                                                                                                                                                         ● DEMOLITION                                                                                                                                ● ON A ROAD PAVEMENT;
                                                                                                                                                                                    VISION




                                                                                                                                             E                                                                                                                                                           ● FINAL INSPECTION                                                                                                                          ● WITHIN AN OVERLAND FLOW PATH;
                                                                                                                                         DRIV                                                                                                                                                                                                                                                                                                        ● ADJACENT TO STREAM BANKS.




                                                                                                                                                                                                                                         UE
                                                                                                                             NDS                                                                                                                                                                  12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL
                                                                                                                          HLA




                                                                                                                                                                                                                                     EN
                                                                                                                       BUS                                                                                                                                            W
                                                                                                                                                                                                                                                                                                      MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF PRINCIPAL AND                                          10. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM STOCKPILES




                                                                                                                                                                                                                                   AV
                                                                                                                                                                                                                                                                          AL                          SUPERINTENDENT, PRIOR TO CONSTRUCTION.                                                                                                      CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS).
                                                                                                                                                                                                                  PROJE                                                     TE
                                                                                                                                                                                                                       CT                                                     R
                                                                                                                                                                                                                                                                                  HA              13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE                                          11. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
                                                                                                                                                                                                                                                                                     Y                SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.                                                                                           CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES.
                                                                                                                                                                                                                                                                                         DR
                                                                                                                                                                                                                                                                                           IV
                                                                                                                                                                  Y




                                                                                                                                                                                                                                                                                              E
                                                                                                                                                                     A
                                                                                                                                                               GATEW




                                                                                                                                                                                                                                                                                                  SURVEY                                                                                                                                     SITE REHABILITATION:
                                                                                                                                                                                                                                                                                                  1.   THIS DESIGN IS BASED ON SURVEY PROVIDED BY MURRAY AND ASSOCIATES.                                                                      12. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE COMPACTION,
                                                                                                                                                                                                                                                                                                  2.   ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD).                                                                                           AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS.

                                                                                                                                                                                                                                                                                                  3.   THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.                                            13. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A MINIMUM
                                                                                                                                                                                                                   D                                                                                                                                                                                                                              DEPTH OF 300mm.
                                                                                                                                                                                                             ROA                                                                                  4.   ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND ANY
                                                                                                                                                                                                        SA
                                                                                                                                                                                                    NOO                                                                                                                                                                                                                                       14. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS.
                                                                                                                                                                                         U      NDI-                                                                                                   DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
                                                                                                                                                                                  EUM                                                                    EE
                                                                                                                                                                                                                                                           NIE                                                                                                                                                                                15. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
                                                                                                                                                                                                                                                                    CR
                                                                                                                                                                                                                                                                       E   EK                     EXISTING SERVICES
                                                                                                                                                                                                                                                                                RO                                                                                                                                                            EROSION & SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                   AD             1.   THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL BEFORE YOU
                                                                                                                                                                                                                                                                                                       DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES.                                                        OBJECTIVES:
                                                                                                                                                                                                                                                                                                  2.   THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE                                   1.   THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED
                                                                                                                                                                                                                                                                                                       ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED.                                                                                       TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
                                                                                                                                                                                                                                                                                                  3.   NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS.                                                  2.   THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
                                                                                                                                                                                 LOCALITY PLAN                                                                                                    4.   THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING WORKS.                                    MAINTENANCE PERIOD.
                                                                                                                                                                                                NOT TO SCALE                                                                                                                                                                                                                                  3.   EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
                                                                                                                                                                                                                                                                                                  5.   NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE APPROPRIATE
                                                                                                                                                                                                                                                                                                       AUTHORITIES.
                                                                                                                                                                                                                                                                                                  6.   EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE NECESSARY TO                              MANAGEMENT PRINCIPLES:
                                                                                                                                                                                                                                                                                                       SUIT FINAL FINISHED SURFACE LEVELS.                                                                                                    4.   THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE EROSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                   AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA). THE BASIC
                                                                                                                                                                                                                                                                                                  TRAFFIC MANAGEMENT                                                                                                                               PRINCIPLES ARE TO:
                                                                                                                                                                                                                                                                                                                                                                                                                                                       ● MINIMISE THE AREA OF DISTURBANCE;
                                                                                                                                                                                                                                                                                                  1.   NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC CONTROL PLAN.                                      ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE;
                                                                                                                                                                                                                                                                                                  2.   THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE WITHIN                                        ● MINIMISE EROSION;
                                                                                                                                                                                                                                                                                                       THE APPROVED HOURS STIPULATED.                                                                                                                  ● MINIMISE SEDIMENTATION;
                                                                                                                                                                                                                                                                                                  3.   THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED TRAFFIC                                            ● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
                                                                                                                                                                                                                                                                                                       CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
                                                                                                                                                                                                                                                                                                  4.   THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC MANAGEMENT                                CONSTRUCTION PRE-START MEETING:
                                                                                                                                                                                                                                                                                                       ISSUES.                                                                                                                                5.   THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH AS:
                                                                                                                                                                                                                                                                                                  5.   ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS, INCLUDING                                        ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
                                                                                                                                                                                                                                                                                                       MOTORISTS AND PEDESTRIANS.                                                                                                                     ● REQUIRED WATER QUALITY OBJECTIVES;
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
                                                                                                                                           DRG NO      REVISION                                              DRAWING TITLE                                                                                                                                                                                                                            ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
                                                                                                                                                                                                                                                                                                  CLEARING, GRUBBING AND DISPOSAL                                                                                                                     ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
                                                                                                                                          18556-C001       A             BULK EARTHWORKS LOCALITY PLAN & NOTES
                                                                                                                                                                                                                                                                                                  1.   CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT                                            ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
                                                                                                                                          18556-C002       A             BULK EARTHWORKS GENERAL ARRANGEMENT                                                                                           CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE CONTROL
                                                                                                                                                                                                                                                                                                       MEASURES.
                                                                                                                                          18556-C003       A             BULK EARTHWORKS SECTIONS                                                                                                                                                                                                                                            SITE INSPECTION AND MONITORING:
                                                                                                                                                                                                                                                                                                  2.   CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.
                                                                                                                                          18556-C004       A             BULK EARTHWORKS EROSION & SEDIMENT CONTROL PHASE 1                                                                                                                                                                                                                   6.   CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF CONTROL
                                                                                                                                                                                                                                                                                                  3.   ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED.                                                                                MEASURES (E.G. SITE FOREMAN).
                                                                                                                                          18556-C005       A             BULK EARTHWORKS EROSION & SEDIMENT CONTROL PHASE 2 & 3
                                                                                                                                                                                                                                                                                                  4.   WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION.                                                               7.   ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
                                                                                                                                                                                                                                                                                                  5.   CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.                                                ● AT LEAST DAILY WHEN RAIN IS OCCURRING;
                                                                                                                                                                                                                                                                                                  6.   A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.                                                                             ● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE);
                                                                                                                                                                                                                                                                                                                                                                                                                                                       ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
                                                                                                                                                                                                                                                                                                  7.   CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE REMOVAL                                        ● WITHIN 18 HOURS OF A RAINFALL EVENT.
                                                                                                                                                                                                                                                                                                       OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL.
                                                                                                                                                                                                                                                                                                                                                                                                                                              8.   CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
                                                                                                                                                                                                                                                                                                  8.   DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL                                    CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
                                                                                                                                                                                                                                                                                                       AUTHORITY.
                                                                                                                                                                                                                                                                                                                                                                                                                                              9.   CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
                                                                                                                                                                                                                                                                                                  9.   CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN INTERIM
                                                                                                                                                                                                                                                                                                       STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES.                                                      10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE MUST BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                  INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
                                                                                                                                                                                                                                                                                                                                                                                                                                              11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                  ACTIONS TAKEN.
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             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                                                                    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                                                                                   LOCALITY PLAN & NOTES                                           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-C001
                                                                                               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
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                                                                                                                                                       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
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                                                                                                                                                                                                                                                                                              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

Page 3

                                                                                                                                                                                10.000
                                                                                                                                                                                                                                                                                                                                                                                                                          10.000
                                                                                                                                                                              LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                        LANDSCAPE
                                                                                                                                                                             BUFFER ZONE
                                                                                                                                                                                                                                                                                                                                                                                                                       BUFFER ZONE
                                                                                                                                                                               7.000
                                                                                                                                                                                                                                                                                                                                                                                                                       7.000
                                                                                                                                                                            VEGETATION
                                                                                                                                                                                                 3.000                                                                                                                                                                                                              VEGETATION
                                                                                                                                                                            PROTECTION                                                                                                                                                                                                                                                     3.000
                                                                                                                                                                                             CONSTRUCTION                                                                                                                                                                                                           PROTECTION
                                                                                                                                                                               ZONE                                                                                                                                                                                                                                                    CONSTRUCTION
                                                                                                                                                                                                 ZONE                                                                                                                                                                                                                  ZONE
                                                                                                                                                                                                                                                                                                                                                                                                                                           ZONE




                                                                                                                                                                                                                                                                                                                          EMT




                                                                                                                                                                                                                                                                                                                                           RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                               DIRTY WATER DIVERSION BUND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                               REFER DRG NO C004
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:2.2
                                                                                                                                                                                                                                                                                                                     .4
                                                                                                                                                                                                                                 EXISTING MOUND                                                                   1:2                                                                                                                                                                                1.2%                                            1.0%




                                                                                                                                                                   RP BDY
                                                                                                                                                                                                                                                                                      0.5%
                                                                                                                                                                                                                                                                                                                                                                                                                                            :2.5




                                                                                                                                                                                                                                                                                                                                                                                                           RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                                                                                             03                                                                                                                                                        16                                                            17                             18
                                                                                                                                                                                              01                                 02                                                                                                                                                                                                                  15


                                                                                                                                                                                        EXCAVATE TO RL5.0 TO ENABLE
                                                                                                                                                                                        FREE DRAINING SURFACE


                                                                                                                                                                               10.000
                                                                                                                                                                                                                                              SECTION A                                                                                                                                                                                                                        SECTION C
                                                                                                                                                                                                                                              SCALE 1 : 250                        C002                                                                                                                                                                                            SCALE 1 : 250     C002
                                                                                                                                                                             LANDSCAPE                                                                                                                                                                                                                                    10.000
                                                                                                                                                                            BUFFER ZONE                                                                                                                                                                                                                                 LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                       BUFFER ZONE
                                                                                                                                                                           7.000
                                                                                                                                                                                                                                                                                                                                                                                                                        7.000
                                                                                                                                                                        VEGETATION
                                                                                                                                                                                                3.000                                                                                                                                                                                                                VEGETATION
                                                                                                                                                                        PROTECTION                                                                                                                                                                                                                                                         3.000
                                                                                                                                                                                            CONSTRUCTION                                                                                                                                                                                                             PROTECTION
                                                                                                                                                                           ZONE                                                                                                                                                                                                                                                        CONSTRUCTION
                                                                                                                                                                                                ZONE                                                                                                                                                                                                                    ZONE
                                                                                                                                                                                                                                                                                                                                                                                                                                           ZONE


                                                                                                                                                                                                                                                                                                                                                                                                                                                                DIRTY WATER DIVERSION BUND




                                                                                                                                                                                                                                                                                                                          EMT



                                                                                                                                                                                                                                                                                                                                           RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                REFER DRG NO C004
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1:3.4

                                                                                                                                                                                                                                                                       0.9%                           0.9%        1:3.5                                                                                                                                                                              2.0%                                            1.0%
                                                                                                                                                               RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                            RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                  .2
                                                                                                                                                                                                                                                                                                                                                                                                                                               1:2                                                                                                                  22
                                                                                                                                                                                                                                 05                                                          06              07                                                                                                                                                                                                                      21
                                                                                                                                                                                                    04                                                                                                                                                                                                                                                    19           20


                                                                                                                                                                                     EXCAVATE TO RL5.0 TO ENABLE
                                                                                                                                                                                     FREE DRAINING SURFACE

                                                                                                                                                                                                                                              SECTION B                                                                                                                                                                                                                        SECTION D
                                                                                                                                                                                                                                              SCALE 1 : 250                        C002                                                                                                                                                                                            SCALE 1 : 250     C002
                                                                                                                  10.000
                                                                                                                LANDSCAPE
                                                                                                               BUFFER ZONE

                                                                                                                 7.000
                                                                                                              VEGETATION
                                                                                                                                        3.000
                                                                                                              PROTECTION
                                                                                                                                    CONSTRUCTION
                                                                                                                 ZONE
                                                                                                                                        ZONE
                                                                                                                   EMT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DIRTY WATER DIVERSION BUND
                                                                                                     RP BDY




                                                                                                                                              EXISTING MOUND                                       EXISTING                                                                                                                                                                                                                                                                                        REFER DRG NO C004
                                                                                                                                        1:2                                                        HOLLOW
                                                                                                                                                 02                           0.5%                               05                         0.5%                              09                                                1.5%
                                                                                                                                                                                                                                                                                                                                                                                                   16                1.5%                  20                               1.0%                            24   1:4.4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP BDY
                                                                                                                                                                                          EXISTING Ø1050 RCP STORMWATER
                                                                                                                                                                                          NOM IL 3.23
                                                                                                                                                                                                                                                                                                                                                                            SECTION E
                                                                                                                                                                                                                                                                                                                                                                            SCALE 1 : 250     C002
                                                                                                                  10.000                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10.000
                                                                                                                LANDSCAPE                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LANDSCAPE
                                                                                                               BUFFER ZONE                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BUFFER ZONE

                                                                                                                 7.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               7.000
                                                                                                              VEGETATION
                                                                                                                                        3.000                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.000         VEGETATION
                                                                                                              PROTECTION
                                                                                                                                    CONSTRUCTION                                                                                                                                                                                                                                                                                                                                                                                                                                          CONSTRUCTION      PROTECTION
                                                                                                                 ZONE
                                                                                                                                        ZONE                                                                                                                                                                                                                                                                                                                                                                                                                                                  ZONE             ZONE
                                                                                                     RP BDY




                                                                                                                   EMT




                                                                                                                                                                                                                                   RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DIRTY WATER DIVERSION BUND
                                                                                                                                                                                                                                                                                                                                 RP BDY




                                                                                                                                  1:2                                                                                                                                                                                                                                                                                                                                                                                                                                     REFER DRG NO C004
                                                                                                                                                                              FLAT                                      1:9                                                                                                                  1:10
                                                                                                                                                                                                                                                                                                                                                                                  1.1%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RP BDY
                                                                                                                                                                                                                                                                                                                                                                                                                     1.0%                                                                                                 1.0%                                                                               25 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  :3
                                                                                                                                                                                                                                                                                      GATEWAY DRIVE                                                     13                                         17                                      21
                                                                                                                                                                                                                                                                                        CULDESAC

                                                                                                                                                                                          EXISTING Ø1050 RCP STORMWATER
                                                                                                                                                                                          NOM IL 3.29

                                                                                                                                                                                                                                                                                                                                                                            SECTION F
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg




                                                                                                                                                                                                                                                                                                                                                                            SCALE 1 : 250     C002




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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                                                                                                        SECTIONS                                                                      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-C003
                                                                                               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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3 of 5            A

Page 4

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEDIMENT FENCE IN ACCORDANCE                                                     PROVIDE ROCK LINED SUMP FOR PUMPING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WITH IECA STD DRGS SF-01 & SF-02                                                 OUT TREATED WATER (1.0m DEEP)
                                                                                                                                                             SF      SF        SF               SF            SF                 SF                                                                                                                                                                      LIMIT OF CLEARING
                                                                                                                                                SF




                                                                                                                                                                                                                                                                                                                                                                                                                  3m
                                                                                                                                                                                                                                                              SF            SF                SF           SF           SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               W
                                                                                                                                                                                                                                                                                                                                                  SF                SF                SF            SF          SF             SF                      SF




                                                                                                                                                                                                                                             SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SF       SF                        SF         SF              SF               SF             SF                    SF                    SF                     SF                                     -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C005
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SF
                                                                                                                                                            DWD      DWD      DWD           DWD         DWD               DWD              DWD          DWD        DWD                DWD            DWD          DWD                                                                                                                                                                                                                                                                                                                                                         SF
                                                                                                                                                                                                                                                                                                                                        DWD            DWD             DWD              DWD                                                                                                                                                 TOP OF DWD BUND RL 4.30 MIN
                                                                                                                                                                                                                                                                                                                                                                                                    DWD         DWD          DWD                DWD                 DWD        DWD                   DWD        DWD            DWD           DWD            DWD            DWD




                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                    5                                                                                                                                                                                                                                                                                                                                                                                                           DWD               DWD                    W




                                                                                                                                                                                                                                                                                      5.0
                                                                                                                                                                                     5.2                                                                                                                                                                                                                                                                                                                                                                                                                                                      EI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      VE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              L4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RO                                   .00                                     SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RE K LI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  FE NE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    R   D                                                                              SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DE WE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TA IR                                  DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IL                                          D
                                                                                                                                                                                                                                                                                    EXIT                          INSTALL CONSTRUCTION ENTRY/EXIT IN
                                                                                                                                                                                                                                                                                                                  ACCORDANCE WITH IECA STD DRG EXIT-02                                                                                                                                                                                                                                                                                                                                             DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   D

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              D




                                                                                                                                                                                                                                                                                                                                                                                      4.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                        0                                                               5                                                      0                                                                                              3.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.5                                                             4.2                                               4.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  JOINS BELOW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AREA UP TO RL 4.00 TO BE USED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AS TEMPORARY SEDIMENT BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DURING EARTHWORKS PHASE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL VOLUME = 450m³




                                                                                                                                         CWD       CWD        CWD       CWD    CWD              CWD        CWD             CWD                 CWD




                                                                                                          NOTES
                                                                                                          1. FOR NOTES REFER TO DRAWING C001
                                                                                                          2. ANY FILLING REQUIRED WITHIN LOTS ASSOCIATED WITH THE CONSTRUCTION AND
                                                                                                             DECOMMISSIONING OF TEMPORARY SEDIMENT BASINS IS TO BE UNDERTAKEN WITH
                                                                                                             LEVEL 1 GEOTECHNICAL SUPERVISION
                                                                                                          3. CONTRACTOR TO PREPARE CPESC CERTIFIED EROSION AND SEDIMENT CONTROL
                                                                                                             PLAN AND INSTALL AND MAINTAIN CONTROL THROUGHOUT THE COURSE OF WORKS

                                                                                                          PHASE 1 WORK (BULK EARTHWORKS)
                                                                                                          1. PRIOR TO IMPLEMENTING EROSION AND SEDIMENT CONTROLS. CLEAN                                                                                                                                                                                                                                                                                                                                                              SF
                                                                                                             CATCHMENTS UPSTREAM MUST BE DIVERTED AROUND SUBJECT SITE AND
                                                                                                             PROTECTED OF DOWNSTREAM CATCHMENTS MUST BE ESTABLISHED. CUT AND FILL
                                                                                                             BULK EARTHWORKS IS COMMENCED IN THIS STAGE. TEMPORARY SEDIMENT BASINS
                                                                                                             TO BE CONSTRUCTED AND MAINTAINED AS WORK PROGRESSES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3m
                                                                                                                                                                                                                                                                                                                    OPTIONAL EARTH EMBANKMENT                                                CLEAN WATER CALCULATIONS                                                                                 RO                                                   SF
                                                                                                                                                                                                                                                                                                                    TO INCREASE FLOW CAPACITY                                                                                                                                                            C
                                                                                                                                                                                                                                                        1000mm (MIN)                                600mm (MIN)                                                                              Q2 FLOW = 0.014 m³/s      ► COEFF OF RUNOFF         0.8                                                   RE K L
                                                                                                                                                                                                           INSTALL GEOFABRIC TO                                                                                     AND/OR ACT AS FREEBOARD                                                                                                                                                              FE INE
                                                                                                                                                                                                                                                                                                                                                                                                                       ► INTENSITY (tc 5mins)   160 mm/hr                                                  R    D                                                     SF
                                                                                                                                                                                                           INVERT (PINNED)                                                                                                                                                                                                                                                                                    DE WE
                                                                                                                                                                                                                                                                                                                                                                                                                       ► CATCHMENT AREA       0.040 Ha                                                          TA IR                 DW
                                                                                                        LEGEND                                                                                                                                                                                                                          BATTER GRADE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IL                        D                                                         LIM
                                                                                                                                                                                                               DIRECTION                                                                                                    2                                                                                                                                                                                                                                                                               IT
                                                                                                                                    SITE RP BOUNDARY                                                                                                                                                                                        (MAX)                                                                                                                                                                                                                                      SF                        OF
                                                                                                                                                                                                               OF INFLOW                                                                                                            1                                                                                             0.67          0.50           -1                                                                                   DW
                                                                                                                                                                                                                                                                                                                                                                                             MANNING'S FORMULA         Q=AxR             x Sf          xn                                                                                              D                                                              CL
                                                                                                                                    ADJACENT RP BOUNDARIES                                                                                                                                                                                                                                                                                                                                                                                                                                                              EA
                                                                                                                                                                                                                                                                                                                                                                                             CHANNEL CHARACTERISTICS                                                                                                                                                                                                         RI
                                                                                                                                    EXISTING STORMWATER                                                                                                                                                                                                                                                                                                                                                                                                         DW                                        SF                    NG
                                                                                                                                                                                                                                                                                                                                                                                             MANNING'S COEFF           0.025                                                                                                                                      D
                                                                                                                                    EXISTING SEWER                                                                                                                                                                                                                                           BED SLOPE                 1 in 62.5 (1.60%)
                                                                                                                                                                                                                                                                                                                                                                                             LEFT BANK SLOPE           1 in 2                                                                                                                                                 DW       TO                                SF
                                                                                                                                    EXISTING WATER                                                                                                                                                                                                                                                                                                                                                                                                                                 D        P




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       JOINS ABOVE
                                                                                                                                                                                                                                                                       250mm




                                                                                                                                                                                                                                                                                                                                                                                             BED WIDTH                 0.000m                                                                                                                                                                   OF
                                                                                                                                                                                                                                                                        (MIN)




                                                                                                                                    EXISTING CONTOUR (0.50m INTERNALS)                                                                                                                                                                                                                       RIGHT BANK SLOPE          1 in 2                                                                                                        3.75                                                         DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DW D B
                                                                                                                     0 5




                                                                                                                                    PROPOSED CONTOUR MAJOR (1.0m INTERVALS)                                                                                                                                                                                                                                                                                                                                                                                                                       D   UN                                      SF
                                                                                                                  4.0 4.2




                                                                                                                                                                                                                                                                                                                                                                                             Q2 FLOW = 0.014 m³/s      DEPTH OF Q2 FLOW                         0.104 m                                                                                                                                           D
                                                                                                                                    PROPOSED CONTOUR MAJOR (0.25m INTERVALS)                                                                                                                                                                                                                                           VELOCITY                                 0.654 m/s                                                                                                                                           RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DW 4.3
                                                                                                                                    PROPOSED EARTHWORKS PLATFORM                                               TYPICAL PROFILE OF CLEAN WATER DIVERSION DRAIN                                                                                                                                                          D*V (depth * velocity)                   0.068                                                                                                                                               D   0M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                IN                             SF
                                                                                                                                    PROPOSED TOP OF BANK                                                                                                                         SCALE: 1 : 25                                                                                                       ( A = 0.022 m² | P = 0.465 m | R (A/P) = 0.047 m )
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D
                                                                                                                                    PROPOSED TOE OF BANK                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SF
                                                                                                                                    PROPOSED TEMPORARY VEGETATION                                            INSTALL 1.5m WIDTH                                                                                                                                                                                                                                                                                                                                                                                                                    DW
                                                                                                                                    PROTECTION FENCING                                                       GEOFABRIC TO INVERT                                                                                                                                                             DIRTY WATER CALCULATIONS                                                                                                                                                                                                                                 D
                                                                                                                                                                                                             (PINNED)                                                                              500mm (MIN)                                                                                                                                                                                                                                                                                                                                                                                     SF
                                                                                                                                    EXTENT OF VEGETATION                                                                                                                                                                                                                                     Q2 FLOW = 0.160 m³/s      ► COEFF OF RUNOFF                           0.6                                                                                                                                                                                            DW
                                                                                                                                                                                                                                                                   300mm
                                                                                                                                                                                                                                                                    (MIN)




                                                                                                                                                                                                                                                                                                                                                                                                                       ► INTENSITY (tc 5mins)                     160 mm/hr                                                                                                                                                                                               D
                                                                                                                                                                                                                                                                                                                                                                                                                       ► CATCHMENT AREA                         0.600 Ha
                                                                                                                                    LANDSCAPE BUFFER ZONE                                                    DIRECTION                                                                                                                  BATTER GRADE
                                                                                                                                                                                                                                                                                                                        2
                                                                                                                                                                                                             OF INFLOW                                                                                                                      (MAX)
                                                                                                                                                                                                                                                                                                                                1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DWD
                                                                                                                                                                                                                                                                                                                                                                                             MANNING'S FORMULA         Q = A x R 0.67 x Sf 0.50 x n -1
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg




                                                                                                                                    ENVIRONMENTAL BUFFER ZONE
                                                                                                                                                                                                                                                                                                                                                                                             CHANNEL CHARACTERISTICS
                                                                                                                                                                                                                                                                                                                                                                                             MANNING'S COEFF           0.025
                                                                                                                                    TEMPORARY SEDIMENT BASIN                                                                                                                                                                                                                                 BED SLOPE                 1 in 69 (1.45%)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SF
                                                                                                                                                                                                                                                                                                                                                                                             LEFT BANK SLOPE           1 in 100
                                                                                                                                    AREA OF EARTHWORKS                                                                                                                                                                                                                                       BED WIDTH                 0.000m
                                                                                                                                                                                                                                                                                                                                                                                             RIGHT BANK SLOPE          1 in 2
                                                                                                                                    SEDIMENT FENCE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SF
                                                                                                                   SF                                                                                                                                                                                                                                                                        Q2 FLOW = 0.160 m³/s      DEPTH OF Q2 FLOW                         0.076 m
                                                                                                                                    REFER IECA STD DRGS SF-01 & SF-02
                                                                                                                                                                                                                                                                                                                                                                                                                       VELOCITY                                 0.543 m/s
                                                                                                                                    DIRTY WATER DIVERSION BUND                                                                                                                                                                                                                                                         D*V (depth * velocity)                   0.041
                                                                                                                  DWD
                                                                                                                                    REFER IECA STD DRGS DB-01 AND C004                                          TYPICAL PROFILE OF DIRTY WATER DIVERSION BUND                                                                                                                                        ( A = 0.295 m² | P = 7.770 m | R (A/P) = 0.038 m )
                                                                                                                                    CLEAN WATER DIVERSION DRAIN
                                                                                                                  CWD               REFER IECA STD DRGS DC-01 AND C004                                                                                                           SCALE: 1 : 25
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              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
                                                                                                                                                                                                                                                                                                                                                                                                    GA                        DR                                                                                                                                EROSION & SEDIMENT CONTROL                                                                                                      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                                                PHASE 1                                                                                                                             18556-C004
                                                                                               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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4 of 5                    A

Page 5

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEDIMENT FENCE IN ACCORDANCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WITH IECA STD DRGS SF-01 & SF-02
                                                                                                                                                              SF       SF            SF              SF            SF                  SF                                                                                                                                                             LIMIT OF CLEARING
                                                                                                                                                 SF




                                                                                                                                                                                                                                                                                                                                                                                                               3m
                                                                                                                                                                                                                                                                      SF           SF               SF                 SF         SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W
                                                                                                                                                                                                                                                                                                                                                     SF                   SF             SF      SF          SF            SF           SF




                                                                                                                                                                                                                                                      SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                       SF            SF                       SF         SF                 SF               SF             SF                    SF                    SF                       SF                               -

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SF
                                                                                                                                                             DWD      DWD       DWD              DWD         DWD               DWD               DWD               DWD         DWD         DWD                DWD           DWD                                                                                                                                                                                                                                                                                                                                 SF
                                                                                                                                                                                                                                                                                                                                         DWD              DWD               DWD            DWD   DWD         DWD          DWD          DWD           DWD       DWD                      DWD        DWD               DWD          DWD             DWD            DWD




                                                                                                                                                                                                                                                                                                0
                                                                                                                                                                                      5                                                                                                                                                                                                                                                                                                                                                                                               DWD               DWD




                                                                                                                                                                                                                                                                                            5.0
                                                                                                                                                                                          5.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3m
                                                                                                                                                                                                                                                                                                                                                                                                                                                DIRTY WATER DIVERSION                                                             ROCK WEIR REMOVED AS
                                                                                                                                                                                                                                                                                                                                                                                                                                                BUND REMOVED AS PART OF                                                           PART OF STAGE 3 ESC WORKS                                                            RO                                                                     SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          C
                                                                                                                                                                                                                                                                                                                                                                                                                                                STAGE 3 ESC WORKS                                                                                                                                                       RE K L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FE INE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            R    D                                                                       SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DE WE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TA IR                           DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   IL                                   D
                                                                                                                                                                                                                                                                                          EXIT                              INSTALL CONSTRUCTION ENTRY/EXIT IN
                                                                                                                                                                                                                                                                                                                            ACCORDANCE WITH IECA STD DRG EXIT-02                                                                                                                                                                                                                                                                                                                     DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          D

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D




                                                                                                                                                                                                                                                                                                                                                                                         4.75
                                                                                                                                                                                                                                                                                                                                                                                                                                         0                                                                 5                                                         0                                                                                          3.75
                                                                                                                                                                                                                                                                                                                                                                                                                                          4.5                                                                  4.2                                               4.0


                                                                                                                                                                                                                                                                                                                                                                                                                                                DISTURBED AREAS TO BE TOPSOILED AND                                                                                                                                              TEMPORARY SEDIMENTARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                HYDROMULCHED ON COMPLETION OF                                                                                                                                                    BASIN AREA TO BE
                                                                                                                                                                                                                                                                                                                                                                                                                                                EARTHWORKS OR COVERED WITH MULCH IF                                                                                                                                              STABILISED FOLLOWING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    JOINS BELOW
                                                                                                                                                                                                                                                                                                                                                                                                                                                BUILDING ACTIVITY IMMINENT (< 3 MONTHS)                                                                                                                                          COMPLETION EARTHWORKS




                                                                                                                                                          CLEAN WATER DIVERSION
                                                                                                                                                          DRAIN REMOVED AS PART OF
                                                                                                                                                          STAGE 3 ESC WORKS




                                                                                                                                         CWD        CWD        CWD      CWD      CWD                 CWD        CWD                 CWD               CWD




                                                                                                                                                                                                                                                                                                                                                             NOTES                                                                                                                                                         SF
                                                                                                                                                                                                                                                                                                                                                             1. FOR NOTES REFER TO DRAWING C001
                                                                                                                                                                                                                                                                                                                                                             2. ANY FILLING REQUIRED WITHIN LOTS ASSOCIATED WITH THE CONSTRUCTION AND
                                                                                                                                                                                                                                                                                                                                                                DECOMMISSIONING OF TEMPORARY SEDIMENT BASINS IS TO BE UNDERTAKEN WITH
                                                                                                                                                                                                                                                                                                                                                                LEVEL 1 GEOTECHNICAL SUPERVISION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3m
                                                                                                                                                                                                                                                                                                                                                             3. CONTRACTOR TO PREPARE CPESC CERTIFIED EROSION AND SEDIMENT CONTROL
                                                                                                                                                                                                                                                                                                                                                                PLAN AND INSTALL AND MAINTAIN CONTROL THROUGHOUT THE COURSE OF WORKS                                                     RO                                                      SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RE K L
                                                                                                                                                                                                                               WEIR CALCULATIONS                                                                                                             PHASE 2 WORK (TEMP SEDIMENT BASIN RESTORATION                                                                                  FE INE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              R    D                                                        SF
                                                                                                                                                                                                                                                                                                                                                             1. ALL TEMP SEDIMENT BASINS TO BE FILLED UNDER LEVEL 1 SUPERVISION AND ALL                                                          DE WE
                                                                                                                                                                                                                               Q10 WEIR FLOW = 0.382 m³/s                   ► COEFF OF RUNOFF                  0.7                                                                                                                                                                                 TA IR                    DW
                                                                                                                                                                                                                                                                                                                                                                DISTURBED AREAS STABILISED, WHEN DIRECTED BY A SUPERVISING ENGINEER                                                                  IL                           D                                                         LIM
                                                                                                                                                                                                                                                                            ► INTENSITY (tc 5mins)            225 mm/hr                                                                                                                                                                                                                                                                           IT
                                                                                                                                                                                                                                                                            ► CATCHMENT AREA                0.873 Ha                                                                                                                                                                                                                      DW                                 SF                        OF
                                                                                                                                                                                                                                                                                                                                                             PHASE 3 WORK (CIVIL COMPLETION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D                                                              CL
                                                                                                                                                                                                                                                                                                                                                             1. UPON COMPLETION OF ALL CONSTRUCTION, BATTERS ARE TO BE TURFED LEAVING                                                                                                                                                                         EA
                                                                                                                                                                                                                                                                           FLOW         AVERAGE             FLOW IN                                             THE SEDIMENT FENCES TO CONTROL SEDIMENT AND STORMWATER RUNOFF.                                                                                                                                                                                       RI
                                                                                                                                                                                                                                DISTANCE                   LEVEL                                                                                                                                                                                                                                                                                      DW                                        SF                      NG
                                                                                                                                                                                                                                                                           DEPTH         DEPTH              SECTION                                             STORMWATER RUNOFF TO PIPED SYSTEM. ROOF WATER PIT AND GULLY ROAD PIT.                                                                                                                   D
                                                                                                                                                                                                                                     (m)                    (m)             (m)           (m)                (m³/s)                                             SEDIMENT BARRIERS ADDED
                                                                                                                                                                                                                                      0.0                  4.300           0.000         -                      -                                            2. REMOVE TEMPORARY DIRTY WATER DIVERSION BUND AND CLEAN WATER                                                                                                                                         DW
                                                                                                            LEGEND                                                                                                                                                                                                                                                                                                                                                                                                                                                       D                                       SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          JOINS ABOVE
                                                                                                                                                                                                                                      1.0                  4.000           0.079       0.040                  0.013                                             DIVERSION DRAIN.
                                                                                                                                         SITE RP BOUNDARY                                                                                                                                                                                                    3. REMOVE ROCK LINED WEIR FOLLOWING STABILISATION OF TEMPORARY BASIN.                                                                                         3.75
                                                                                                                                                                                                                                     11.0                  4.000           0.079       0.079                  0.356                                                                                                                                                                                                                                                                   DW
                                                                                                                                                                                                                                                                                                                                                             4. STABILISE AREA WHERE ROCK LINED WEIR WAS LOCATED.                                                                                                                                                                       D                                             SF
                                                                                                                                         ADJACENT RP BOUNDARIES                                                                      12.0                  4.300           0.000       0.040                  0.013
                                                                                                                                         EXISTING STORMWATER                                                                                                               TOTAL WEIR FLOW                    0.382                                                                                                                                                                                                                                                                                    DW
                                                                                                                                                                                                                                                                      WATER LEVEL AT WEIR                   RL 4.079                                                                                                                                                                                                                                                                                        D                                         SF
                                                                                                                                         EXISTING SEWER                                                                                                                                                 .




                                                                                                                                         EXISTING WATER                                                                                                                                                                                                                                                                                                                                                                                                                                                                DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DIRTY WATER DIVERSION                                                  D
                                                                                                                                         EXISTING CONTOUR (0.50m INTERNALS)                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BUND REMOVED AS PART OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DW
                                                                                                                         0 5




                                                                                                                                         PROPOSED CONTOUR MAJOR (1.0m INTERVALS)                                                                                                                                                                                                                                                                                                                                                                      STAGE 3 ESC WORKS
                                                                                                                      4.0 4.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             D
                                                                                                                                         PROPOSED CONTOUR MAJOR (0.25m INTERVALS)                                    1          1                                 10m ROCK LINED WEIR                                  1    1                                                                              ADJACENT 0.8m HIGH BUND                                                                                                                                                                                                                                                   SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                          0.3




                                                                                                                                                                                                                                                                                                                                                                   0.3




                                                                                                                                         PROPOSED EARTHWORKS PLATFORM                                                                                                                                                                                                                      1
                                                                                                                                         PROPOSED TOP OF BANK                                                                                                                 WEIR LEVEL RL 4.0                                                                                                                     WEIR LEVEL RL 4.0
                                                                                                                                         AREA OF EARTHWORKS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SF
                                                                                                                                                                                                                                                                                                                                                                                                                          NO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DWD
                                                                                                                                                                                                                                                                                                                                                                                                                                M1
                                                                                                                                                                                                                                                MIN




                                                                                                                                                                                                                                                                                                                                                                          MIN
                                                                                                                                                                                                                                          0.5




                                                                                                                                                                                                                                                                                                                                                                    0.5




                                                                                                                                         SEDIMENT FENCE                                                                                                                                                                                                                                                                           :2             1
J:\2018\18556sd2_Subdivision_64_Gateway_Drive_Noosaville\4.CADD\#ACAD\18556_CIVIL_PRELIM.dwg




                                                                                                                       SF
                                                                                                                                         REFER IECA STD DRGS SF-01 & SF-02
                                                                                                                                                                                                     PLACE ROCK (CONSISTING OF 100-150mm ROCK SPALL)                                      DIRTY WATER DIVERSION BUND                                                                 REFER ELEVATION
                                                                                                                      DWD
                                                                                                                                         DIRTY WATER DIVERSION BUND                                  TO FORM A DENSE, WELL-GRADED MASS WITH MINIMUM                                       REFER DETAIL                                                                               FOR ROCK DETAILS                                                      NATURAL
                                                                                                                                         REFER IECA STD DRGS DB-01 AND C004                          VOIDS, TO A THICKNESS OF 200mm.                                                                                                                                                                                                                       SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SF
                                                                                                                                         CLEAN WATER DIVERSION DRAIN                                 THE FINISHED SURFACE SHALL BE FREE OF POCKETS OF
                                                                                                                      CWD                REFER IECA STD DRGS DC-01 AND C004                          SMALL ROCK OR CLUSTERS OF LARGE ROCKS,                                                      W
                                                                                                                                                                                                     PRODUCING A RELATIVELY SMOOTH, UNIFORM SURFACE.                                                -                                                                                                                                                                                                                                                                                                                                                                        SF



                                                                                                                                                                                                                                    ROCK LINED WEIR ELEVATION                                                                                                                                     SECTION                 W
                                                                                                                                                                                                                                                                      NOT TO SCALE                                                                                                                NOT TO SCALE              -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      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
                                                                                                                                                                                                                                                                                                                                                                                                  GA                      DR                                                                                                                          EROSION & SEDIMENT CONTROL                                                                                                  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                                                   PHASE 2 & 3                                                                                                                     18556-C005
                                                                                               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
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                                                                                                                                                                                                                                                                                                                                       [email protected]      www.todconsulting.com
                                                                                                                                                                                                                                                                                                                                                         ABN 39 128 805 336
                                                                                                                                                                                                                                                                                                                                                                                                                                        26.04.19     OPW APPROVAL                                  RL DATUM    PSM 13296                                                               MEASUREMENT BAR - INCREMENTS IN mm
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