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Avocet Pde OPW - App C CMP · OPW20/0092

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Appendix C
Preliminary Construction
Management Plan
Application for a Development Permit for
Operational Works (Earthworks, Road Work,
Drainage Work, Landscaping and Driveway)

38 Avocet Parade Peregian Beach
Lots 270 on P93113




                                   25th May 2020
Full text of the other 14 pages

Page 2

Table of Contents

1.     Important Note                                                                                                                                             2

2.     Introduction                                                                                                                                               3
       2.1 Purpose                                                                                                                                                3
       2.2 Scope of this Plan                                                                                                                                     3
       2.3 Proposed Works                                                                                                                                         3
       2.4 Site Location                                                                                                                                          3
       2.5 Contact Details                                                                                                                                       4

3.     Construction Management                                                                                                                                    5
       3.1 Approach                                                                                                                                               5
       3.2 Approvals                                                                                                                                              5
       3.3 Site Security                                                                                                                                          5
       3.4 Public / Worker Safety                                                                                                                                 5
       3.5 Traffic Management Plan                                                                                                                                6
       3.6 Worker Carparking                                                                                                                                      6
       3.7 Communications Protocol / Complaints Procedure                                                                                                         6
       3.8 Existing Infrastructure                                                                                                                                7
       3.9 Fencing                                                                                                                                                7

4.     Construction Methodology                                                                                                                                  8
       4.1 Demolition and Excavation                                                                                                                             8
       4.2 Construction Sequence and Planning                                                                                                                    8
       4.3 Rubbish Removal                                                                                                                                       8

5.     Environmental                                                                                                                                              9
       5.1 General                                                                                                                                                9
       5.2 Noise and Vibration Management                                                                                                                         9
       5.3 Air Quality / Dust Management                                                                                                                          9
       5.4 Stormwater and Sediment Control                                                                                                                      10
       5.5 Waste Management Plan                                                                                                                                10




List of Figures
Figure 1: Site Location Map ...................................................................................................................................... 4



List of Attachments
Attachment A - Erosion and Sediment Control Plan by TOD’s Engineering




RG Strategic                                                      Construction Management Plan                                                                     1

Page 3

1.   Important Note

       Apart from fair dealing for the purposes of private study, research, criticism, or review as
       permitted under the Copyright Act, no part of this report, its attachments or appendices may
       be reproduced by any process without the written consent of RG Strategic. All enquiries
       should be directed to RG Strategic.

       We have prepared this Construction Management Plan for Harbourage Pty Ltd (“Client”). This
       report is strictly limited to the purpose and the facts and matters stated in it and does not
       apply directly or indirectly and will not be used for any other application, purpose, use or
       matter.

       In preparing this report we have made certain assumptions. We have assumed that all
       information and documents provided to us by the Client or as a result of a specific request or
       enquiry were complete, accurate and up-to-date. Where we have obtained information from
       a government register or database, we have assumed that the information is accurate.
       Where an assumption has been made, we have not made any independent investigations
       with respect to the matters the subject of that assumption. We are not aware of any reason
       why any of the assumptions are incorrect.

       This report is presented without the assumption of a duty of care to any other person (other
       than the Client) (“Third Party”). The report may not contain sufficient information for the
       purposes of a Third Party or for other uses. Without the prior written consent of RG Strategic;

           •     this report may not be relied on by a Third Party; and

           •     RG Strategic will not be liable to a Third Party for any loss, damage, liability or claim
                 arising out of or incidental to a Third Party; and

           •     publishing, using or relying on the facts, content, opinions or subject matter contained
                 in this report

       If a Third Party uses or relies on the facts, content, opinions or subject matter contained in this
       report with or without the consent of RG Strategic, RG Strategic disclaims all risk and the Third
       Party assumes all risk and releases and indemnifies and agrees to keep indemnified RG
       Strategic from any loss, damage, claim or liability arising directly or indirectly from the use of
       or reliance on this report.

       In this note, a reference to loss and damage includes past and prospective economic loss,
       loss of profits, damage to property, injury to any person (including death) costs and expenses
       incurred in taking measures to prevent, mitigate or rectify any harm, loss of opportunity, legal
       costs, compensation, interest and any other direct, indirect, consequential or financial or other
       loss.




RG Strategic                                Construction Management Plan                                 2

Page 4

2.   Introduction

2.1 Purpose

       This Construction Management Plan has been documented to describe how the Project
       Management team shall implement and conduct its allocated site management
       responsibilities during the Construction phase of “Multiple Dwelling Units (4 Units)” (the Project).
       A fundamental aim of this Plan is to ensure all construction is properly facilitated, integrated
       and coordinated to deliver certainty to the objectives of the Project.

2.2 Scope of this Plan

       This Plan provides a holistic approach that:

          • advises how the project management team will comply with the requirements of the
               contract relating to construction;

          • defines the project objectives and targets of particular relevance to the construction
               phase;

          • describes constraints specific to the construction phase and the project in general;

          • describes the process for the identification and control of risks specific to the
               construction phase; and

          • details the proposed strategy for the construction phase, with particular regard to
               establishment resourcing, site organisation and construction controls.

2.3 Proposed Works

       The proposed works require the construction of:

          • Ground & Level 1 – Removal of one (1) Unit and existing pool, renovation work to create
               Units 1 to 3 including new Carparking for Units and Visitor Parking and new pool located
               to Unit 1 – refer to Plan A200 as prepared by Zest Building Design Noosa,

          • Level 2 – new Unit 4 and upper level to Unit 1 - refer to Plan 200, and

          • Landscaping, and

          • Road frontage works – see Tod Engineering Plans 20538 C04 Pages 1-11.

       This type of construction will have distinct phases that will require different material handling
       strategies to optimise the construction works and minimise impact to surrounding streets, and
       neighbours. Our material handling strategies and construction planning will be consulted with
       stakeholders and authorities before implementation.

2.4 Site Location

       The proposed development site (refer Figure 1) has direct access from Avocet Parade.



RG Strategic                               Construction Management Plan                                  3

Page 5

Figure 1: Site Location Map
Source: QLD Globe




2.5 Contact Details

       The contact details for all on-site operational and construction matter will be provided to
       Council with the Final Construction Management Plan at the Pre-Start Meeting once the
       principle contractor has been determined.




RG Strategic                            Construction Management Plan                            4

Page 6

3.   Construction Management

3.1 Approach

       The major external constraints on the project are:

          • Maintaining smooth traffic and pedestrians flow with minimal disruptions to the
               residents in Avocet Parade;

          • Undertaking works with minimal impact on neighbours, in particular, adjoining
               residential properties

       Upon commencement, our project team’s immediate tasks will be to:

          • Locate a project office, site accommodation and facilities,

          • Assess the existing structure on-site and prepare for removal,

          • Confirm the locations of existing services and obtain all necessary permits and licences
               and approvals, and

          • Arrange for the installation of temporary services – power, water and sewer to service
               the site works and the amenities.

3.2 Approvals

       A Negotiated Decision Notice has been issued for the proposed development – Other
       Change Approval 51901.4274.02.

       It is proposed that a Building Approval (BA) will be obtained from a qualified Private Certifier
       (PC). It is proposed that the BA will be approved in the following sequence:

          • Demolition and site prep works.

          • Building and renovation work to existing units;

          • Structural works for Ground & Level 1 including pool;

          • Structural works for Level 2

3.3 Site Security

       The site will be secured using appropriate construction fencing and signage for authorised
       personal only. All visitors to the site will be required to report to the construction manager, and
       will be appropriately inducted and registered in a visitor’s logbook.

3.4 Public / Worker Safety

       All site staff and subcontractors will be required to complete a site specific induction before
       commencing work on site. The induction will cover aspects relating to safety and amenity;
       including access, emergency evacuation procedures, location of first aid facilities, location of
       amenities, site hours, material handling, noise and dust policies and environmental


RG Strategic                               Construction Management Plan                                 5

Page 7

       management.

       Prior to commencing works on site, all subcontractors will be required to submit a project
       specific Safety Management Plan. This plan will be reviewed by appointed Building
       Contractor for compliance with the overall Project Safety Plan.

       A Safety Committee will be established during the early stages of the project. The committee
       will have representatives from subcontractors and building contractor. It will conduct regular
       inspections of the project and will be actively involved in reviewing Safety Management Plans
       and making recommendations with regard to health and safety issues.

       The Contractor is to maintain access to all adjacent properties during the construction of
       these works.

3.5 Traffic Management Plan

       A Traffic Management Plan will be submitted to Council for approval with the Final
       Construction Management Plan at the Pre-Start Meeting.

3.6 Worker Carparking

       During the construction of the multiple dwelling units, car parking for the site workers will be
       located external to the site with workers transported daily to and from the site.

3.7 Communications Protocol / Complaints Procedure

       The appointed Contractor shall undertake a letter box drop to neighbouring properties
       providing contact details for the site supervisor.

       The approach for resolving complaints is,

       1.   Deal with the complaint immediately. Get to the heart of the matter quickly, and you’re
            more likely to satisfy the customer. Ignoring it will not solve the problem.

       2.   Stay calm. The customer must be dissatisfied for some reason, even if you think they are
            wrong. The matter will only get worse if you respond aggressively.

       3.   Identify the problem. Listen to what the customer says and make sure you understand.
            Ask what they expect you to do and write it down in as much detail as possible.

       4. Decide what can be done. Even if you believe the complaint is unjustified, it may be
            worthwhile trying to make the customer happy to keep their business. All it may require is
            a simple explanation. Sometimes it is worth ‘walking the extra mile’, and doing more than
            you feel you need to, or are obliged to, for the customer.

       5.   Arrange a second opinion to confirm your view. In some instances, this second opinion
            may show up things you hadn’t noticed.

       6.   Keep records. Writing everything down reduces the chance of misunderstanding. Many
            contractual disputes arise because nothing is in writing, or the details are ambiguous.



RG Strategic                               Construction Management Plan                               6

Page 8

       7.   Fix the problem. Tell the customer what solution you can offer and make sure they
            understand. If they accept the solution, act straight away and resolve the matter quickly
            and efficiently.

3.8 Existing Infrastructure

       Existing infrastructure will be protected during construction. The selected Contractor shall
       clean off any debris deposited on the road. Dial Before You Dig enquiries will be undertaken
       prior to all excavation works.

3.9 Fencing

       2 metre high temporary fencing will secure the site. Security gates will be used on all access
       points onto the site.




RG Strategic                             Construction Management Plan                               7

Page 9

4. Construction Methodology

4.1 Demolition and Excavation

       A Waste Management Plan will be submitted to Council for approval with the Final
       Construction Management Plan at the Pre-Start Meeting. Demolition and excavation of any
       construction materials will be in accordance with the Waste Management Plan.

4.2 Construction Sequence and Planning

       The locations and types of plant may vary depending on the results of more detailed planning
       as the design solidifies and the availability of plant is firmed up. There will be 3 distinct phases
       requiring different material handling logic to construct the building efficiently and minimise
       impact on surrounding streets and neighbours.

       The phases are:

         Phase 1: Site establishment; demolition; excavation and pile installation,

         Phase 2: Structure Phase, and

         Phase 3: Finishes and external works

       Each phase will not happen in isolation. Phase 2 and 3 will happen simultaneously once the
       structure is sufficiently complete to allow the finishes trades to commence on all levels. A
       Construction Gantt Chart will be provided to Council at the Pre-Start Meeting once a Building
       Contractor has been appointed.

4.3 Rubbish Removal

       A designated waste collection area will be provided for on site that does not receive a
       substantial amount of runoff from upland areas and does not drain directly to water body.

       Rubbish will be removed from site by a licenced waste contractor ensuring that it is managed
       to comply with Noosa Council and their contractor’s requirements. It will be taken to the to a
       transfer facility.

       Disposal of waste collection bins are to be clearly marked '"conventional waste”, "recyclable"
       and "regulated waste".

       The Principal Contractor will ensure that all containers are fitted with lids and that waste
       collection is scheduled to prevent the containers from overfilling.




RG Strategic                               Construction Management Plan                                  8

Page 10

5.   Environmental

5.1 General

       The objective of this section is to identify the proposed methods that will be employed to
       minimise the impact of noise, vibration and air quality in the vicinity of the development.

5.2 Noise and Vibration Management

       The normal hours of work will typically be 7.00am to 5.30pm, Monday to Saturday excluding
       public holidays. Noise management will generally be in accordance with the QLD DEHP
       environmental noise management criteria. All plant will be regularly maintained and log books
       kept ensuring that there are no excess noise emissions. Where it is practical, electric
       machinery will be used in lieu of mechanical devices.

       All subcontractors will be responsible for managing noise and vibration in accordance with
       their project specific Management Plans.

       It is proposed to undertake some after hour’s works for specific tasks to minimise impacts to
       pedestrians, vehicular traffic or in the interest of safety. The works that are proposed to be
       undertaken outside of normal working hours include the following:

          • Fencing works;

          • Crane erection and dismantling; and

          • Footpath works.

       All after hour’s works will be subject to the engagement and communication with all identified
       stakeholders. Consultation with the Noosa Shire Council will occur at all times prior to any
       works being scheduled. All surrounding residents will be given notification via email, letter box
       drop and personal contact of all the proposed after hours works prior to the works
       commencing which will include details of the works and the time to undertake each activity.

5.3 Air Quality / Dust Management

       Dust control measures will be implemented as required and will be in accordance with QLD
       Workplace health and safety regulations and Environmental Protection Act.

       Dust management will be most critical during the demolition phase of the project, with the
       subcontractors for these trades specifically dealing with dust management within their
       project specific management plans.

       Prior to commencement of construction, neighbouring residents shall be notified in writing by
       letter drop of the construction period, designated working hours and contacts regarding
       complaints of excessive air quality issues.

       Measures that may be employed include:

           •   Activities are to only be conducted during suitable weather conditions.


RG Strategic                              Construction Management Plan                                9

Page 11

           •   A water truck or spray apparatus is to be provided on site when required

           •   Exposed areas such as cleared areas and stockpiles are to be watered and kept
               damp in order to minimise erosion or the potential for dust creation.

           •   Vehicle speed is to be limited on site to minimise dust generation.

           •   Trucks entering or exiting the site shall have their loads covered

           •   All construction vehicles exiting site shall pass through a wheel wash down and/or
               drive over a shake down grid which will be located at the site entry /exit.

           •   Haulage routes shall avoid residential areas and use sealed roads where possible.

           •   Machinery shall be fitted dust filters all equipment and vehicles are to meet relevant
               emission standards.

           •   Maintenance of wind breaks and barriers where possible.

           •   Stockpiles heights are to be kept to manageable heights for dust and erosion control
               purposes

           •   Protection of long term soil stock piles with revegetation, watering/moisture or hydro
               mulching where practicable revegetate as soon as possible following construction.

5.4 Stormwater and Sediment Control

       A stormwater and sediment control plan will be implemented prior to works commencing. A
       Sediment and Erosion Control Layout Plan has been prepared by TOD’s Engineering (Sheet 11)
       as is enclosed within Attachment A.

       This will ensure that stormwater from the development does not enter adjoining properties,
       and that all water that enters the council stormwater system does not contain silt or other
       contaminants.

       Excavation – At the commencement of these works, screens and bunding at the perimeter of
       the site where stormwater may run off will be installed. Bunding will also be implemented
       around stormwater drains. Diligent housekeeping will be implemented to minimise risk of
       dust/debris being washed into pits.

       Construction – Drainage pits will be bunded or have filter cloth applied to ensure debris and
       silt does not enter the council’s drains.

5.5 Waste Management Plan

       A Waste Management Plan will be submitted to Council for approval with the Final
       Construction Management Plan at the Pre-Start Meeting.




RG Strategic                               Construction Management Plan                            10

Page 12

Attachment A
Erosion and Sediment Control Plan
prepared by TOD’s Engineering


[OCR of page images]
Le

STRATEGIC

STRATEGIC SOLUTIONS,
CREATIVE THINKING

Attachment A

Erosion and Sediment Control Plan

prepared by TOD’s Engineering

rgstrategic.com.au

 

Page 13

                                                                                                                        38 AVOCET PARADE
                                                                                                                         PEREGIAN BEACH
                                                                                                                                 CIVIL ENGINEERING DRAWINGS
                                                                                                                                        for RG STRATEGIC

                                                                                                                                                                                                                                                                                   DRAWING SCHEDULE
                                                                                                                                                                                                                                                                               DRAWING NO.       REVISION                                                                      DESCRIPTION
                                                                                                                                                                                                                                                                                   20538 - C01       B           COVER SHEET, LOCALITY PLAN & DRAWING SCHEDULE
                                                                                                                                                                                                                                                                                   20538 - C02       B           GENERAL NOTES
                                                                                                                                                                                                                                                                                   20538 - C03       B           ROAD ALIGNMENT SETOUT PLAN AND TABLE
                                                                                                                                                                                                                                                                                   20538 - C04       B           EARTHWORKS LAYOUT PLAN
                                                                                                                                                                                                                                                                                   20538 - C05       B           ROADWORKS AND STORMWATER LAYOUT PLAN
                                                                                                                                                                                                                                                                                   20538 - C06       B           PAVEMENT DESIGN AND TYPICAL DETAILS
                                                                                                                                                                                                                                                                                   20538 - C07       B           LONGITUDINAL AND CROSS SECTIONS - AVOCET PARADE
                                                                                                                                                                                                                                                                                   20538 - C08       B           STORMWATER DRAINAGE LONGITUDINAL SECTIONS
                                                                                                                                                                           LOCATION OF
                                                                                                                                                                                                                                                                                   20538 - C09       B           STORMWATER DRAINAGE CATCHMENT PLAN
                                                                                                                                                                           WORKS
                                                                                                                                                                                                                                                                                   20538 - C10       B           STORMWATER DRAINAGE CALCULATIONS
                                                                                                                                                                                                                                                                                   20538 - C11       B           EROSION AND SEDIMENT CONTROL PLAN


                                                                                                                                                                                                                                                                                   STANDARD DRAWINGS
                                                                                                                                                                                                                                                                               DRAWING NO.       REVISION                                                                      DESCRIPTION
                                                                                                                                                                                                                                                                               IPWEA RS-065          F           PATHWAYS CONCRETE PATHWAY CONSTRUCTION DETAILS
                                                                                                                                                                                                                                                                               IPWEA RS-080          E           KERB AND CHANNEL PROFILES AND DIMENSIONS INCLUDING EDGE
                                                                                                                                                                                                                                                                                                                 RESTRAINTS, MEDIAN & CHANNEL

                                                                                                                                                                                                                                                                               IPWEA RS-090          F           KERB RAMPS RAMPED PEDESTRIAN CROSSINGS
                                                                                                                                                                                                                                                                               IPWEA RS-131          D           ROAD FURNITURE TRAFFIC SIGN INSTALLATION DETAILS
                                                                                                                                                                                                                                                                               IPWEA RS-140          F           SUBSOIL DRAINS DETAILS AND LOCATIONS
                                                                                                                                                                                                                                                                               IPWEA RS-142          F               SUBSOIL DRAINS ACCESS POINTS
                                                                                                                                                                                            LOCALITY PLAN                                                                      IPWEA RS-170          F               PAVEMENT EXTENSION TRENCHING AND WIDENING
                                                                                                                                                                                            NOT TO SCALE
                                                                                                                                                                                                                                                                              IPWEA DS-010           D               ACCESS CHAMBER STORMWATER DETAILS Ø1050 TO Ø2100
                                                                                                                                                                                                                                                                              IPWEA DS-030           C               EXCAVATION, BEDDING & BACKFILLING STORMWATER DRAINAGE PIPES
                                                                                                                                                                                            PROPERTY DESCRIPTION
                                                                                                                                                                                            LOT 270 ON P93113                                                                 IPWEA DS-040           D               SEDIMENT FENCE, ENTRY/EXIT SEDIMENT TRAP
                      Personal Protective                                                                                                                                                   PSM. 442789                                                                       IPWEA DS-050           D               FIELD INLET TYPE 1 AND TYPE 2
                          Equipment
                                                                    BEFORE YOU DIG                                                                                                                                                                                             IPWEA DS-062          C               DRAINAGE PITS KERB INLET GRATE AND FRAME
                              HEAD
                              EYES                                                                                                                                                                                                                                             IPWEA DS-063          C               DRAINAGE PITS KERB INLET - LIP IN LINE GENERAL ARRANGEMENT
                              EARS
                                             BODY                                                                                                                                                                                                                                   TMR 1304         F               CONSTRUCTION OF R.C. WINGWALLS AND ENDWALLS
                       HANDS



                            FEET
                                                                                                                                                                                                                                                                                   TELECOMMUNICATIONS                                                ENERGY SERVICE PROVIDERS
                     SAFETY OFFICER                                    Manual of Uniform Traffic Control Devices                                                                                                                elstra                                              SERVICE PROVIDERS                                                  AGL
                                                                                                                                                                                                                                   AUSTRALIA
                     North DI00:                                                                                                   SERVICE LOCATIONS                                                                                                                         ' yes'
                                                                                                                                                                                                                                                                                                                                                                                         ERGON.
                                                                                                                                                                                                                                                                                             Telstra             visionstream
                                                                                                                                                                                                                                                                                                                                                                                         ENERGY
                                                                                                                                                                                                                                                                                                                                                                                                     energex
                     54409114 / 0421097484                                                                                       It is the responsibility of the Foreman to                            WARNING: OPTIC FIBRE                                                        OPTUS                                                                            origin
                     South DI00:                                         NOTE: ALL SIGNS & LINE MARKING TO BE IN                 contact the relevant service authorities                               EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE                 NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM                         NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
                                                                                                                                                                                                                                                                               PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED                            PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
                     54995127 / 0409729457                                     ACCORDANCE WITH THE MANUAL OF                     to ascertain the exact location of                                     VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
                                                                                                                                                                                                                                                                               PRIOR TO START OF CONSTRUCTION. PHONE DBYD                                PRIOR TO START OF CONSTRUCTION. PHONE DBYD
                                                                                                                                 services prior to construction.                                        BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
                                                                               UNIFORM TRAFFIC CONTROL DEVICES.                                                                                                                                                                SERVICE LOCATIONS ON 1100 FOR DETAILS.                                    SERVICE LOCATIONS ON 1100 FOR DETAILS.




     COPYRIGHT ©                                                                            Associated Consultants      Client                                                                                         Drawn            Verified      Project                                                                      Drawing Title                                                  Scale        Sheet Size
This drawing is subject to                                                                                                                                                                                             M.K.P.           B.D.
copyright in accordance with the                                                             SKYLINE SURVEYORS          RG STRATEGIC                                                                                   Designed         Verified
                                                                                                                                                                                                                                                     38 AVOCET PARADE                                                              COVER SHEET, LOCALITY   AS SHOWN A1
agreement between Tod                                                                        SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be                                                           BRIGHTWATER CORPORATE                                                                                                     M.K.P.           B.D.         PEREGIAN BEACH                                                                PLAN & DRAWING SCHEDULE Drawing Number
used for this specific project.                                                              CENTRE                                                                                                                    Approved
                                                                                                                                                                                                                       B. DOWNES
                                                                                                                                                                                                                                        RPEQ No
                                                                                                                                                                                                                                        14873
                                                                                                                                                                                                                                                     RDP:                                          PARISH:
                                                                                                                                                                                                                                                                                                   COUNTY:
                                                                                                                                                                                                                                                                                                                                                           20538 - C01
                                                                                                                                                                                Noosa: 07 5449 9600
This drawing shall not be used        B   22.05.20 ISSUED FOR OPW APPROVAL            M.K.P. 69 ATTENUATA DRIVE                                                 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                     LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                   PSM: 44279                                 0       10     20    30     40     50      60       Sheet         Revision
for construction until marked as                                                                                                                                                                                       Signed           Date         MCU APPROVAL:
                                      A   21.05.20 ISSUED FOR CLIENT COMMENT          M.K.P. MOUNTAIN CREEK, QLD 4557                                                    PO Box 61, Noosaville, QLD 4566                                                                                           VERT DATUM: AHD
'issued for construction' in the
revision description.                Rev Date Revision Description                   Drawn PH. 07 5493 4877
                                                                                                                                                              [email protected]      www.todconsulting.com
                                                                                                                                                                                ABN 39 128 805 336                                      22.05.20
                                                                                                                                                                                                                                                     ROL APPROVAL: 51901.4274.02
                                                                                                                                                                                                                                                     OPW APPROVAL: TBC                                                                              MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                  1 of 11          B

Page 14

                                                                                                                                                                                                                                                                                          1
                                                                                                                                                                                                                                                                                       SP231606




                                                                                                                                                                                                                                                                                          CP
            EROSION & SEDIMENT CONTROL LEGEND                                                                                                                                                                                                                                          SP261199




                                                                                                                                                                                                                                                                                                                                                                                                                                                                AVOCET PARA
                                                                                                                                                                                                                                                                                                                                                                                 II          II
                                                                                                                                                                                                                                                                                                                                                        II            II
            THE FOLLOWING EROSION AND SEDIMENT CONTROL STANDARD DRAWINGS                                                                                                                                                                                                                                                             II     II
                                                                                                                                                                                                                                                                                                                        II
            SHALL BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:                                                                                                                                                                                                               II             II
                                                                                                                                                                                                                                                                II          II
                                                                                                                                                                                                                                                II   II
                                                           CONSTRUCTION ENTRY / EXIT IN ACCORDANCE                                                                                                                           II
                                                                                                                                                                                           II               II
                                                           WITH IECA STD DRG EXIT-01.                                                                                        II




                                                                                                                                                                                                                                                                                                                                                             11
                                                                                                                                                                                                                                                                                                                                                               .0
                                                           SEDIMENT BARRIER FENCE IN ACCORDANCE




                                                                                                                                                                                                                                                                                                                12.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DE
                                                                                                                                                                                                                                                                                                                    0
                                                           WITH IECA STD DRGS SFB-01 & SFB-02




                                                                                                                                                              II




                                                                                                                                                                                                                                                                     13.
                                                                                                                                                                                                                                                                        0
                                                           STORMWATER INLET PIT PROTECTION IN ACCORDANCE
                                                           WITH IECA STD DRG OG-01.




                                                                                                                                                              II
                                                           CLEAR WATER DIVERSION. REFER IECA STD DRG DC-01                                       CP
                                                                                                                                              SP261199
                                                           PROPERTY BOUNDARY
                                                           EXISTING BITUMEN EDGE




                                                                                                                                                               II
                                                           EXISTING KERB
                                                           KERB AND CHANNEL
                                                           PROPOSED STORMWATER




                                                                                                                                                                   II
             AT THE PRESTART MEETING, THE CONTRACTOR AND COUNCIL'S REPRESENTATIVE




                                                                                                                                                                                                                                                                                                                                                                                                                                 10
             ARE TO DEFINE AND DOCUMENT THE DEVICES AND THE REQUIRED LOCATIONS.




                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                   II
             REFER TO SHEET 2 FOR EARTHWORKS AND EROSION AND SEDIMENT CONTROL
             NOTES.

             TOPSOIL AND 600mm WIDE TURF STRIPS TO BE PROVIDED TO THE REAR OF ALL
             KERB / KERB AND CHANNEL AND AT TOP OF ALL BATTERS.




                                                                                                                                                                    II
             ALL OTHER EXPOSED AREAS TO BE HYDROMULCHED UPON COMPLETION OF
             EARTHWORKS.




                                                                                                                                                                                                    15.0
                                                                                                                                                                        II
             ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED
             FOLLOWING SATISFACTORY "STABILISATION" OF THE SITE.




                                                                                                                                                                        II




                                                                                                                                                                                                                                                                                                                                                                                      12.0
                                                                                                                                                                                                                    15.0
                                                                                                                                                                         II




                                                                                                                                                                                                                                                                                                                                 14.0
                              NOTE: THIS DRAWING IS PROVIDED FOR GUIDANCE

                                                                                                                                                                             II
                              ONLY. THE CONTRACTOR SHALL ASSESS WHAT
                              MEASURES ARE REQUIRED TO SUIT THE PROPOSED                                                                                                                                                                                                                                                      14.0
                              CONSTRUCTION METHODOLOGY AND STAGING.
                                                                                                                                                      272




                                                                                                                                                                                                                                                                                                                                                 13.0
                                                                                                                                                                             II


                                                                                                                                                     P93113
                              EROSION AND SEDIMENT CONTROL MEASURES ARE
                              TO BE ESTABLISHED AND MAINTAINED IN
                              ACCORDANCE WITH THE INTERNATIONAL EROSION




                                                                                                                                                                                                                      16.0
                                                                                                                                                                                  II




                              CONTROL ASSOCIATION (AUSTRALASIA) 2008's "BEST                                                                                                                                                                                                                      14.0
                              PRACTICE EROSION AND SEDIMENT CONTROL FOR
                              BUILDING AND CONSTRUCTION SITES"
                                                                                                                                                                                  II




                                                                                                                                                                                                                                                                                                                                             CP
                                                                                                                                                                                                                                                                                                                                           GTP322




                             PROVIDE 2.0m WIDE
                             PINNED GEOFABRIC

                                                                                   NATURAL SURFACE
                                                       4                                      4
                                                           1                              1
                                     0.50m MIN




                                                                                    PROVIDE ADEQUATE
                                                                                    FALLS TO OUTLET




                    CLEAN / DIRTY WATER DIVERSION DRAIN
                    N.T.S.

                                                                                                                                                                                                                                                                                                                                                                                                                                                            0             2      4     6m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                Scale 1:100 @A1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                Scale 1:200 @A3

     COPYRIGHT ©                                                                                         Associated Consultants      Client                                                                                                          Drawn                  Verified                     Project                                                                                  Drawing Title                                                       Scale           Sheet Size
This drawing is subject to                                                                                                                                                                                                                           M.K.P.                 B.D.
copyright in accordance with the                                                                          SKYLINE SURVEYORS          RG STRATEGIC                                                                                                    Designed               Verified
                                                                                                                                                                                                                                                                                                         38 AVOCET PARADE                                                                          EROSION AND SEDIMENT                                              AS SHOWN A1
agreement between Tod                                                                                     SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be                                                                        BRIGHTWATER CORPORATE                                                                                                                      M.K.P.                 B.D.                         PEREGIAN BEACH                                                                            CONTROL PLAN                                                      Drawing Number
used for this specific project.                                                                           CENTRE                                                                                                                                     Approved
                                                                                                                                                                                                                                                     B. DOWNES
                                                                                                                                                                                                                                                                            RPEQ No
                                                                                                                                                                                                                                                                            14873
                                                                                                                                                                                                                                                                                                         RDP:                                                  PARISH:
                                                                                                                                                                                                                                                                                                                                                               COUNTY:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     20538 - C11
                                                                                                                                                                                                         Noosa: 07 5449 9600
This drawing shall not be used                   B   22.05.20 ISSUED FOR OPW APPROVAL              M.K.P. 69 ATTENUATA DRIVE                                                             Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
                                                                                                                                                                                                                                                                                                         LOCAL AUTHORITY: NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                               PSM: 44279                                    0      10     20    30     40    50       60            Sheet             Revision
for construction until marked as                                                                                                                                                                                                                     Signed                 Date                         MCU APPROVAL:
                                                 A   21.05.20 ISSUED FOR CLIENT COMMENT            M.K.P. MOUNTAIN CREEK, QLD 4557                                                                PO Box 61, Noosaville, QLD 4566                                                                                                                              VERT DATUM: AHD
'issued for construction' in the
revision description.                  Rev Date Revision Description                              Drawn PH. 07 5493 4877
                                                                                                                                                                                       [email protected]      www.todconsulting.com
                                                                                                                                                                                                         ABN 39 128 805 336                                                 22.05.20
                                                                                                                                                                                                                                                                                                         ROL APPROVAL: 51901.4274.02
                                                                                                                                                                                                                                                                                                         OPW APPROVAL: TBC                                                                                        MEASUREMENT BAR - INCREMENTS IN mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        11 of 11          B

Page 15

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