06/1168 - Change a Development Approval [As Published] · 132006.1168.02

Page 2

 

 

 

 

 

 

 

 

Integrated Development Assessment System template x wits od

 

 

Request to change an existing approval template

(Sustainable Planning Act 2009 version 1.1 effective March 2010)

This template may be used for giving a written notice asking the responsible entity to make a permissible change toa
development approval under section 369 of the Sustainable Planning Act 2009 (SPA). it should be noted that if the
responsible entity for the request has a form for the request, the request must made using that form.

This template must be lodged with the following entity (the responsible entity) as applicable:

¢ if the change is to a condition imposed by a Minister under chapter 6, part 11, division 1 of SPA the template must be
lodged with the Minister that imposed the condition

. if the approval was given by a Minister under chapter 6, part 11, division 2 of SPA the template must be lodged with
the Minister that gave the approval

° if the change is to a condition of the approval imposed by a concurrence agency the template must be lodged with the
concurrence agency

« if the approval was given by the Planning and Environment Court the template must be lodged with the Planning and
Environment Court

° in all other cases the template must be lodged with the assessment manager for the original development application.

Attach extra pages if there is insufficient space on this template. Terms used in this template having the meaning given in
the Sustainable Planning Act 2009.

 

 

1. Who is making the request?

 

 

 

Name/s (individual or company name in full) SOMsSHiwe CoagT Coosa.

 

 

For companies, contact name

 

 

Postal address Clo AMPM Po BOK FOB\
SIPPY DORKRNS ALD 4556

 

 

 

 

 

 

 

 

 

Contact phone number OF SU5O 2420
Mobile number (non-mandatory) O¥BW 3BO COW
Fax number (non-mandatory) 5450 2421
e-mail address (non-mandatory) [email protected]

 

 

oe
Department of Infrastructure and Planning @imn W® Queensland

Government!

 

 

Page 3

LL

 

2. What are the details of the existing approval sought to be changed?

 

 

Type of approval Identification number

Date decision notice
or negotiated
decision notice

Name of entity that issued the approval or
imposed the condition sought to be changed

 

 

 

 

 

issued
Xl Development 2006 { \68 ai frzfos PoosA COUNCIL
permi
| Preliminary
approval

 

 

 

3. Is the approval for a mobile and temporary environmentally relevant activity (ERA)?

 

[X] No

C4] Yes—complete table A and then go to question 5

 

Table A—name of each local government area in which the mobile and temporary ERA is proposed to operate/ is operating

 

 

 

4. Location of the premises (complete table B and/or table C as applicable. Identify each lot in a separate row)

 

 

Table B—street address/lot for the premises or street address/lot on plan for the land adjoining or adjacent to the

premises

[x] street address/lot on the plan

C] street address/lot on plan for the land adjoining or adjacent to the premises (appropriate for development in

water e.g. jetty, pontoon)

 

Street address

Lot on plan description | Local government area

 

(e.g. Logan, Cairns)

 

 

Unit | Street | Street name and official suburb/ | Post- Lot no. Plan type
no. no. locality name code and plan no.
COOYaR STREET 4 SPTESS | SoONSHINE COAST

NoosA HEADS

 

 

 

 

 

 

 

 

NM

Request to change an existing approval template
Version 1.1 March 2010

 

 

Page 4

LOH

 

Table C—premises coordinates (appropriate for development in remote areas, over part of a lot or in water e.g. channel
dredging in Moreton Bay)

 

Coordinates

(note: place each set of coordinates in a separate row) “| reference area (if applicable)

Zone Datum Local government

 

Easting

Northing

Latitude Longitude

 

 

 

| GDA94
[] weseg
| Other

 

 

 

 

 

 

5. Details of the proposed change

 

 

Set ATAcHED Screpove A

 

 

 

6. ls owner's consent required for this request? (refer to notes at the end of this form for more information)

 

 

[] No

xX Yes—complete either table D or table E as applicable

 

Table D

 

Name of owner of the land

Sorsninwe COAST Coonciy

 

|, the above-mentioned owner of the land, consent to the making of this request.

 

Signature of owner of the land

IER Cea

 

Date

| Mas 2ZoVI9

 

 

Table E

 

Name of owner of the land

 

 

 

C] The owner’s written consent is attached

 

 

 

Request to change an existing approval template
Version 1.1 March 2010

Page 5

 

 

 

information):

 

No Yes—the written agreement of the chief executive from whom evidence would need to be obtained
under the Sustainable Planning Act 2009, section 254(1) must be attached.

 

 

8. Has a pre-request response notice been given for this request?

 

[x] Ne

C] Yes—a copy of the pre-request response notice must be attached to this request

 

 

9. Is a copy of this request required to be given to another entity under section 372 of the Susta/nable Planning Act
2009? (refer to notes at the end of this form for more information)

 

[X] No

LC] Yes—complete Table F

 

Table F

 

A copy of this request has been provided to the entities identified below (provide details for each entity given a copy of the
request and the date the copy was given)

 

 

 

 

CJ Assessment manager for the
original application

 

| Concurrence agencies for the
original application

 

LJ Any other entity prescribed by
aregulation

 

 

 

10. Provide details of any other supporting information attached to this request

 

 

RereR ATTACHED Decomest LUST

 

 

 

Notes for completing this template

« This template is not an approved form under the Sustainable Planning Act 2009. The entity responsible for deciding the
request may have their own form for the purpose of making a written request to change an existing development approval.
Achange to an existing development approval may involve:
° a change to an approval given by the assessment manager

a change to a condition imposed by a concurrence agency

a change to an approval given by the Minister under a Ministerial call in

a change to a condition imposed by the Minister under a Ministerial direction

a change to an approval given by the Planning and Environment Court

ooo 90

 

4 Request fo change an existing approval template
Version 1.1 March 2010

Page 6

Question 6:
« Under section 371 of the Sustainable Planning Act 2009, if the person making the request is not the owner of the land to
which the approval relates, the request must be accompanied by the owner's consent.
© However, owner’s consent is not required if the approval:
° relates to land that was acquisition land to which section 263(2)(d) of the Sustainable Planning Act 2009 applied
when the application for the approval was made
° is for building work or operational work for the supply of community infrastructure on land designated for the
community infrastructure, or
° the consent of the owner would not be required under section 263(1) of the Sustainable Planning Act 2009 if a
development application were made for the requested change
¢ Also, owners’ consent is not required if the responsible entity is satisfied that:
° the number of owners of the land make it impracticable to obtain owners’ consent, and the requested change does
not materially affect the owners’ land, or
° having regard to the nature of the proposed change, the owner has unreasonably withheld consent and the
requested change does not materially affect the owner’s land.

Question 7:

© Section 370(3) and (4) of the Sustainable Planning Act 2009 requires that if an application for the development approval
were made at the time of making this request and evidence under section 264(1) of the Sustainable Planning Act 2009
would be required to support the application, this request must be accompanied by the written agreement of the chief
executive from whom evidence would be required under section 264(1). (Section 264 of the Sustainable Planning Act 2009
provides that if a development involves a State resource, a regulation may require the application to be supported by
certain evidence prescribed under the regulation. Schedule 14 of the Sustainable Planning Regulation 2009 prescribes the
State resources for which evidence is required to be given, and the evidence required, to support the application.)

Question 9:
¢ Section 372 of the Sustainable Planning Act 2009 requires that a copy of the request be given to:
° the assessment manager for the original application, if the request is made to a concurrence agency, the Minister, or
the court
° any concurrence agencies for the original application, if the request is made to the assessment manager for the
original application, the Minister or the court
° any other entity prescribed by a regulation,
« However, a copy of the request is not required to be given to an entity that has given a pre-request response notice for the
request.

 

OFFICE USE ONLY

 

 

 

 

 

 

Date received ‘ Reference numbers ob
7 \o tl \bo

 

 

5 Request to change an existing approval template
Version 1.1 March 2070

Page 7

 

 
 
   

Wi@l@hy-w Form 6 - Decision Notice

 

 

 

 

co U » iS l a INTEGRATED PLANNING ACT 1997, S3.5.15, DAS DEVELOPMENT APPLICATION
File No: 2006/1168 Date of Decision: 21 December 2006
| 1. APPLICANT DETAILS q
Name: Noosa Council

Postal address: CARE Martoo Consulting Pty Ltd
PO Box 1684
NOOSA HEADS QLD 4567

Phone no: 07 5455 5425 Fax no: 07 5455 5725

 

[ 2. PROPERTY DESCRIPTION ]

 

Street address: | Cooyar Street, Noosa Heads

Real property Lot 1 SP 177650, County of March, Parish of Weyba
description:

 

| 3. | OWNER DETAILS |

Name: Noosa Shire Council

Postal address: PO Box 141
TEWANTIN QLD 4565

 

 

 

 

I 4. REFERRAL AGENCIES |
Referral Agency Address Basis
Department of Natural PO Box 383, Gympie Qld 45470 Concurrence Agency
Resources & Water

| 5. APPLICATION TYPE |
Development Development Details Preliminary Development

Approval Permit

Material Change of Use Sport & Recreation (Cricket oval, practice No Yes

nets, criterium circuit & club house)
assessable under the Superseded
Planning Scheme

 

6. _ DECISION DETAILS |

Council decided to approve the application and grant a Development Permit, subject to conditions.

 

| 7. APPLICABLE CODES |

The developer must comply with the following codes for self-assessable development related to the development
approved under this Development Permit:-

Not applicable.

 

| 8. SUBMISSIONS j

Not applicable.

Page 8

NOOSA COUNCIL IDAS Development Application Decision Notice 20f15

 

| 9. CONDITIONS

The approval is subject to conditions. Noosa Council's conditions are attached. Conditions from the Department
of Natural Resources & Water, as a concurrence agency are also attached.

 

| 10. | FURTHER DEVELOPMENT PERMITS REQUIRED

Type of Development Permit required Subject of the required Development Permit
Development Permit tor Building Works All building works

Development Permit for Operational Works Landscaping, car parking and access, frontage works,
stormwater drainage, sewer reticulation (including new mains,
relocations, diversions, pump stations and rising mains),
roadworks, site civil works, water reticulation and
earthworks/filling of the site.

 

[. 11. _ RIGHTS OF APPEAL |

Rights of appeal in relation to this application are attached.

 

| 12. ASSESSMENT MANAGER

Name: Noosa Council Signature: Ke fide Date: 22/12/06
Cha la fon .

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~ NOOSA COUNCIL DAS Development Application Decision Notice 3of 15

 

     

WI@@N28 §=©Noosa Council Conditions

 

COUNCIL

   

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

Land Use

1.

Development undertaken in accordance with this approval must generally comply with the approved plans
of development. The approved plans are prepared by Callaghan & Toth and numbered 0513-04A to 0513-
07A and dated September 2006; 0513-08A and dated September 2006; 0513-09 to 0513-10 and dated 24
Feb 2006; 0513-11 and dated 28 Feb 2006; 0513-12A and dated August 2006; 0513-13A to 0513-14A
and dated September 2006 as may be amended by these conditions.

The development must be undertaken and operated in a manner that causes no detrimental effect upon
the amenity of the neighbourhood by reason of the creation of excessive noise, lighting nuisance or other
emissions.

The open space and setback areas are to be landscaped in accordance with Council's Policy on
Landscaping Guidelines and a properly prepared landscape plan prepared by a suitably qualified
Landscape Architect or Horticulturalist. Such landscaping is to be completed prior to the premises being
occupied and maintained at all times thereafter.

In particular the following requirements shall be included in the landscape plan for the development area:

3.1. native buffer screen landscaping shall be provided along the Eenie Creek Road frontage of the
development area, and shall effectively screen the development from Eenie Creek Road. It is
envisaged this buffer shall be a minimum of 10 m wide, and that the screen planting for the
western oval may be located within the road reserve if necessary;

3.2. the northern most existing bluegum tree (or the two northern most trees if possible) shall be
retained in the final design of the development, unless otherwise approved by Manager Land Use;

3.3. remaining open space areas within the proposed development part of the site shall be landscaped
with endemic plants where no conflict occurs with the proposed sporting activities;

3.4. _ the periphery of the developed part of the site shall be cleared of weeds, and existing native plants
reinforced with further plantings of endemic species to create a sustainable ecosystem;

3.5. the entire area shall be stabilised with grasses and vegetation to obtain 80% ground cover per
square metre within 45 days of the completion of earthworks;

3.6. landscaping shall incorporate a minimum of 100 shade trees throughout the site in safe locations
for cyclists.

3.7. _ the western existing vegetation core wildlife corridor shall be planted with endemic koala food trees
and other necessary species to reinforce the local sustainable ecosystem in consultation with the
Manager Land Use.

3.8. the existing batter at RL25.00 at the property frontage shall be retained and landscaped as a visual
buffer except for access to the site.

3.9. the batters to the criterium circuit shall be revegetated and stabilised with suitable native shrubs,
native grasses or other suitable grass, and endemic trees where safety requirements permit.

3.10. suitable native buffer plantings (min 1m high) shall be planted as close as practical to the criterium
track where it traverses the road reserve to assist in preventing public access to the track, and
provide a safe environment for competition cyclists.

3.11. non - potable recycled water shall be utilised for irrigation purposes.

3.12. a suitable lightweight and aesthetic safety net (or suitable screening vegetation) is to be erected
internal to the property boundary if cricket balls are likely to land within the Eenie Creek Road
reserve,

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NOOSA COUNCIL IDAS Development Application Decision Notice 4of 15

10.

11.

12.

13.

14,

15.

All fencing to the Eenie Creek Road property boundary shall be coloured green or black and screened by
native vegetation.

Existing trees on the site and within road reserves are to be retained, except where required to be
removed due to construction and building operations or the conduct of the approved use. These
landscape plans required to be submitted are to denote areas of existing vegetation or existing trees
proposed or required to be retained.

Cleared vegetation is to be suitably processed by one of the following methods and removed from the
site:-

6.1. | Processing through a woodchipper or shredder. The resulting mulch is to be stockpiled loose in
heaps of less than 1000 cubic metres, less than 2.5 metres high with a minimum of 10 metres
between edges of heaps.

6.2. The Applicant is advised that burning off is an unacceptable method of disposal.
Any advertising sign or device is to comply with Council's policies on advertising.

All hot water systems installed shall be either solar systems; electric heat pump systems; or gas systems
(LPG or natural).

Secure bicycle racks shall be provided on site to accommodate a minimum of 12 bicycles. The proposed
bicycle racks shall be identified on the landscaping plans and shall be located to the reasonable
satisfaction of the Manager, Land Use.

The proposed development shall have all kitchen, laundry and bathroom fittings that comply with the AAA
Water Conservation Rating System as defined by the AS/NZS 6400 (Water Efficient Products - Rating
and Labelling 2003) and AS/NZS 3500 (National Plumbing and Drainage Standard Part 1.2), with toilets to
comply with the AAAA Water Conservation Rating System. All tap ware and shower roses shall not
exceed a maximum flow of 9 litres per min. Dishwashers and washing machines are excluded from this
requirement.

The section of the criterium track located within the Eenie Creek Road reserve shall not have any
permanent fence installed within the road reserve for the sole purpose of preventing public access; and
the road reserve shall remain available for any future road duplication requirements as considered
necessary by Council.

Adequate safety strategies shall be put in place for the part of the track located within the road reserve
when the criterium track is utilized for competition.

The requirements of this development approval are to be effected, prior to the use of the premises.

Prior to the commencement of development, the following Development Permits must be obtained:-

14.1. Development Permit for Building Works;

14.2. Development Permit for Operational Works of landscaping, car parking and access, frontage
works, stormwater drainage, sewer reticulation (including new mains, relocations, diversions, pump

stations and rising mains), roadworks, site civil works, water reticulation and earthworks/filling of
the site.

The Development Permit for a material change of use of premises lapses if the use has not happened by
21 December 2010 unless an application to extend the currency is approved by Council.

Land Development
Vehicle Access

16.

17.

A vehicular access road to the site shall be constructed from the Eenie Creek Road/Langura Street
roundabout generally in accordance with proposal plan 0513-05A dated 28 February 2006 and prepared
by Callaghan & Toth.

Ail vehicles shall enter and leave the site in a forward direction.

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~~ NOOSA COUNCIL IDAS Development Application Decision Notice 5 of 15

Carparking

Off Street

18.  Carparking shall be provided within the site as shown on drawing number 0513-05A dated 28 February
2006 by Callaghan & Toth, except as modified herein.

19. A minimum of 100 uncovered carpark spaces shall be provided on site, including 3 clearly defined
disabled carpark spaces.

20. The carparking area shall be designed to comply with the provisions of AS 2890.1-2004 for user class 2
with allowance for vehicles to enter and leave the site in a forward gear and with a minimum head
clearance (headroom) at any point of 2.2m.

21. The proposed set down area, bus stops and water truck refilling stop shall be line-marked with chevrons
and have appropriate words painted on the pavement. A sign shall also be provided to indicate that the
areas are for “Set Down Areas”, “Bus Stops” and Water Truck Stop" respectively, and that "No Parking is
Permitted”.

22. Ail carparking shall be kept, maintained and line-marked in a condition fit for use.

Frontage Works

23. Footpath improvements such as topsoiling, grassing, and tree planting are required to the Eenie Creek
Road frontage of the site in accordance with Planning Scheme Policy PSP1 Landscaping Guidelines.
Grass shall be couch, free of weeds.

24. Anew full width concrete or paved path shall be constructed along the Eenie Creek Road frontage of the

site in accordance with Council's design standards. Care shall be taken to protect any existing vegetation
and/or any underground services.

Stormwater Drainage

25.

26.

27.

28.

29.

Root runoff from the new building shall be directed to a rainwater storage system or tank (minimum
storage 12 litres/m? of roof area) that is installed to ensure water from the tank can be used for external
uses (such as watering gardens, irrigation, ornamental ponds, water features, outdoor cleaning, etc) and
for use in flushing of toilets internal to the building. All rainwater tanks are to be designed and installed in
accordance with the Queensland Development Code (QDC), Part 25 — Rainwater Tanks, and shall be part
of the plumbing application in conjunction with the building approval. The location and capacity of the
tanks shall be clearly shown on the plans submitted for Building Works approval and any overflow shall be
directed to the proposed stormwater system.

As the site is proposed to be filled, appropriate stormwater drainage pipes shall be installed within the site
to collect and discharge stormwater runoff from all adjoining properties to prevent additional
ponding/flooding on these properties.

To ensure that polluted run-off does not enter Burgess Creek, stormwater shall be treated generally in
accordance with the Stormwater Quality Management and Assessment Report dated September 2006
and prepared by Callaghan & Toth. The system shall ensure that stormwater run-off from the carparking
areas and the driveways shall have the first flush (the first 12 mm of rainfall or hose-down) collected in
grease/oil arrestors prior to entering the proposed GPT's and bioretention zones, The proposed GPT's
may be designed with grease/oil arrestor capacity.

All other clean stormwater, such as roof water, can be collected on site and discharged through a single
underground drain line directly into the existing drainage system, bypassing the grease/oil arrestor.

To this end, a detailed management plan shall be prepared for the proposed stormwater treatment
system, which shall be submitted to the Council for approval prior to obtaining a Development Permit for
Operational Works.

A Development Permit for Building Works shall not be granted unti! a Development Permit for Operational
Works has been issued in regard to the drainage scheme.

All site stormwater drainage shall be by means of a gravity system.

All stormwater drainage lines including inter-allotment drainage shall be inspected by closed circuit
television (CCTV) prior to commencement of the approved Use.

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NOOSA COUNCIL IDAS Development Application Decision Notice 6 of 15

CCTV inspection will be carried out by Council's CCTV contractor and arranged by Council following
satisfactory completion of construction works. The developer will be responsible for the full cost of CCTV
inspection, including any additional inspection necessary following defect identification and rectification.
This charge is payable prior to the issue of Operational Works approval and will be determined on the unit
rate basis current at the time of approval.

Sewer Mains

30. The site shall be connected to Council's existing sewerage reticulation systems and be constructed in
accordance with Council's standards and requirements at no cost to Council.

31. | The proposed package sewerage pumping station shall have emergency storage tanks with a capacity of
24 hour storage to minimise risk of spillage to Burgess Creek.

Town Water Supply

32. The site shall be connected to Council's existing town water supply and be constructed in accordance with
Council's standards and requirements at no cost to Council.

Earthworks

33. Filling works required on site shall be carried out in accordance with Section 3.8 of Council's Engineering
Design Standards Manual and so as not to cause the additional ponding of water on any adjoining lands
or the blockage of, or interference with, any natural watercourses. Detailed site surveys indicating natural
surface levels and contours of the adjoining properties must be provided with the application for a
Development Permit for Operational Works for Filling and Drainage.

This may require the design and construction of drainage pipes and/or an overland flow-path within the
development site that caters for drainage from the adjoining sites for a design storm with an Average
Recurrence Interval of 1 in 100 years. A private easement for the Drainage of Water encompassing the
drainage pipes or overland flow-path will also be required. In this regard a Development Permit for
Operational Works shall be obtained.

Should evidence be provided to Council indicating that no additional ponding of stormwater will occur on
the adjoining properties the requirement for the drainage pipes, overland flow-path and easement shall
not apply.

Acid Sulfate Soils

34. — As the site is located below the 20m AHD and above the 5m AHD, any excavation works consisting of
100m or greater which extends below 5m AHD will need to be carried out in accordance with State
Planning Policy 2/02 Planning and Managing Development Involving Acid Sulfate Soils. In this regard
appropriate testing and supporting documentation prepared by a suitably qualified specialist shall be
submitted to Council for approval prior to obtaining a Development Permit for Operational Works.

Erosion and Sediment Control

35. Any person acting on this permit shall prevent erosion and sediment export from leaving the site. Site
control measures such as silt fencing, controlled gravel access to the site and controlled disposal of
waste, will be necessary.

In this regard plans detailing the methods of controlling erosion and sediment are required to be submitted
to the Council for approval prior to obtaining a Development Permit for Operational Works.

General

36. | The developer must obtain all of the other Development Permits referred to in the Decision Notice, prior to
obtaining a Development Permit for Building Works.

37. A suitably qualified Registered Professional Engineer shall prepare engineering drawings and
specifications for all engineering works that will become Council infrastructure, which shall be submitted in
conjunction with an application for a Development Permit for Operational Works. In this regard a
DXF/DWG file on GDA94 zone 56 grid of the proposed cadastre layout is to be submitted in conjunction
with any application tor Operational Works.

38. Digital detailed design drawings and calculations shall be submitted with any application for a
Development Permit for Operational Works in respect of roadworks and stormwater drainage works. To
avoid conflict with underground pipes or services, all existing and proposed services required by the
development shall be shown on the plans.

39. To facilitate production of As Constructed drawings it is suggested that all design drawings are submitted
in the Asset Design and As Constructed (ADAC) digital format. (Guidelines on the use of ADAC are
available at www.adac.com.au).

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NOOSA COUNCIL IDAS Development Application Decision Notice 7o0f 15

40. | Any damage caused to any public utility during the course of construction shall be repaired to Council's
standards and at no cost to Council.

41. Any alteration of any public utility or other facilities necessitated by the development of the land or
associated construction works external to the site shall be at no cost to Council.

42. The transportation of all materials to and from the site shall be undertaken in a manner such that no
particle matter escapes onto a public road. All vehicles carrying materials either to or from the site shall
be covered to prevent materials including dust being windblown from the vehicle.

43. As Constructed drawings and data shall be certified by a qualified experienced Civil Engineer for design
intent, and a Licensed Surveyor shall certify the cadastre and the location, level and type of all services
and structures. All of which shall be submitted to Council for checking and for Council's records.

The data must fully detail levels for all engineering works including but not limited to drainage structures,
finished ground levels and pavement surface levels. The data shall be submitted in the Asset Design and
As Constructed (ADAC) digital format. (Guidelines on the use of ADAC are available at
www.adac.com.au).

Approval of works shall not be granted unti! all As Constructed information has been supplied and
accepted by Council.

Environmental Health

44. The developer must provide waste storage and disposal facilities in accordance with Planning Scheme
Policy No. 9 “Waste Management Multi-Dwellings and Commercial and Industrial Premises", including an
external imperviously paved area correctly sized for all refuse and recycling containers and suitably
screened from public places and neighbouring properties. A bin wash area is required with a cold-water
tap, hose and drain outlet connected to sewer. The drain outlet is to be designed to prevent storm water
entry to the sewerage system and this can be achieved with a nib wall 50mm high and up to 700mm x
700mm wide (max 0.5m’), or alternatively the waste area can be roofed, or any other design approved by
Council.

45. All bin wash areas in excess of 700mm Square are to be roofed and the floor is to fall to a bucket trap with
the waste pre-treated by a grease arrestor prior to discharge to the sewer. The appropriate backflow
prevention devices are to be installed at the bin wash area. Bunding set above 75mm is required to
exclude excessive rain-water entering these areas.

46. A Trade Waste Application must be submitted prior to the issue of a Development Permit for Building
Works.

47. Full truck access is to be provided to each grease arrestor and/or pre-treatment device for cleaning and
servicing. Where access is restricted, a pump out line is required.

48. A completed Trade Waste application together with an applicable fee and two (2) sets of professionally
drawn plans showing the Trade Waste requirements in accordance with the Noosa Trade Waste Policy
are to be submitted to Council.

49. The property owner will be responsible for any cost incurred by an approved Cleaning Contractor relating
to the cleaning, servicing and contents removal from the grease arrestor, where access to the arrestor is
impaired or delayed.

50. The Trade Waste application fee of ($105.00) is required at the time of the application.

51. Trade Waste requirements are required to be in place, inspected and approved prior to the
commencement of trading or operation. The appropriate Trade Waste Permits will be issued following
approval at final inspection.

52. A place of food preparation and/or cooking is to have the liquid waste connected to a Trade Waste line,
that discharges to an approved grease arrestor of a size determined by Council's Trade Waste Policy.

53. All liquid waste produced by the commercial section of the development is “Trade Waste” and is to be
treated as required under the Noosa Trade Waste Policy prior to release to the sewer.

Environmental Services

 

54. An Environmental Management Plan (EMP) shall be prepared and implemented to ensure that the impact
of the development, during construction and operation, on the environment is minimised and that the
environmental values of the site and surrounding lands are protected and enhanced.

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NOOSA COUNCIL IDAS Development Application Decision Notice 8 of 15

55. The EMP shall address the following issues in relation to construction and operational phases of the
development:

Legislative compliance;
Vegetation protection;

i. Including construction fencing delineating the development footprint shall be established
and approved prior to Operational Works commencing.

ii. Protection of area to the south east of the site containing populations of native plants,
Macarthuria complanata, and scheduled “Rare” under the Nature Conservation Act 1992.

c. Fauna and fauna habitat protection;

i. Including that construction works do not occur during the breeding period of the Rainbow
Bee-eater (Merops ornatus) and that a qualified ornithologist inspect the site prior to
Operational Works commencing on the site.

d. Weed & pest control;
e. Soil erosion and sediment control;
t. Water quality protection;

i, Generally in accordance with the Stormwater Quality Management and Assessment Report
prepared by Callaghan & Toth and dated September 2006.

Groundwater protection;
h. Air quality protection;
i. Acid sulphate soil management;
j- Waste management;
k. Amenity (visual, noise, etc) management;
I. Cultura! heritage management; and
m. Bushfire control;

i. Including the need for any buffers being located within the development footprint and not
encroaching into the adjoining vegetation.

This EMP shall be submitted by the applicant for approval by Manager Environmental Services and
Manager Land Use prior to issue of a Development Permit for Operational Works.

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Page 15

 

 

  

NOOSA
COUNCIL

     

Concurrence Agency Conditions -
Department of Natural Resources & Water

 

INTEGRATED PLANNING ACT 1997, DAS DEVELOPMENT APPLICATION

Referral Agency Response —

Material Change of Use
Section 33.16 Integrated Planning Act 1997

1. Application Information
1.1, Applicant’s Name
1.2. Property Description
1.3. Type of Development Sought
1.4, Referral Date of Application
1.5. Assessment Manager — Reference
1.6. Departmental References

2. Conditions

Queensland
¥ Government

VS Natural Resources
and Water

Noosa Shire Council

Lot 1 on SP177650

Material Change of Use

11 July 2006

Noosa Shire Council — 2006/1168

eLVAS — 2006/007951
File - GYV/000447
Trackjab — 1C0706GY M000S

The Chief Executive of the Department of Natural Resources and Water (NRW) directs that
the following conditions must be applied to any approval made by the Assessment

Manager—

2.1. Clearing of native vegetation is not authorised to be carried out under this approval. Any
future clearing of native vegetation will be subject to a development application for
operational works, unless the clearing is deemed to be exempt development under
Schedule 8, Part 1, Table 4 of the /ntegrated Planning Act 1997.

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Page 16

NOOSA COUNCIL IDAS Development Application Decision Notice 10 of 15

3. Submitted Plan

3.1. Title Site Plan:

3.2, Date 28 February 2006

3.3. Author CALLAGHAN & TOTH Civil, Environmental & Hydraulic Engineers
3.4, Reference 0513 - 04

 

oe

 

 

4, Reasons
A Statement of Reasons is attached at Schedule 1.

5. Aboriginal Cultural Heritage Information

Under section 23 of the Aboriginal Cultural Heritage Act 2003 a person who carries out an
activity must take all reasonable and practicable measures to ensure the activity does not
harm Aboriginal cultural heritage (the “cultural heritage duty of care”). Maximum penalties
for breaching the duty of care are $750,000 for a corporation and $75,000 for an individual.

Applicants will comply with the duty of care in relation to Aboriginal cultural heritage if they
are acting in compliance with cultural heritage duty of care guidelines gazetted under the
Aboriginal Cultural Heritage Act 2003, available on the Department’s website, or in
accordance with an agreement with the Aboriginal party for the area or a cultural heritage
management plan approved under part 7 of the Aboriginal Cultural Heritage Act 2003.

Applicants should also undertake a search of the Aboriginal Cultural Heritage Database and
the Aboriginal Cultural Heritage Register, administered by the Cultural Heritage

NRW — Referral Agency Response - 2006/007951 Page 2 of 8

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Page 17

 

~ ~ NOOSA COUNCIL IDAS Development Application Decision Notice 11 of 15

Coordination Unit, the NRW. Application forms to undertake a free search of the Cultural
Heritage Register and the Database may be obtained by contacting the Cultural Heritage
Coordination Unit on (07) 323 83838 or on the Department’s website—
www.nin.gld.goy.au/cultural_heritage.

6. Attachment

Schedule 1 - Statement of Reasons is attached to, and forms part of, this Referral Agency
Response.

7. Authorised Officer Signature

Gi

Andrew Collins
Acting Senior Vegetation Management Officer
South East Region

22 November 2006

NRW - Referral Agency Response - 2006/007951 Page 3 of 8

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Page 18

NOOSA COUNCIL IDAS Development Application Decision Notice 12 of 15

 

NOOSA Local Laws, Policies & State
Regulation Requirements

COUNCIL

 

 

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

THE FOLLOWING ADVICES ARE FOR INFORMATION PURPOSES ONLY AND DO NOT FORM
CONDITIONS OF APPROVAL

1. The payment of the following Infrastructure Charge and contribution amounts as at September 2006 have
not been applied because the proposed use is a community use, as Council is the applicant.

 

Council's Coastal Major Road Network Infrastructure

 

 

 

 

 

 

Charges Plan $ 36,018
Council's Planning Scheme Policy PSP24 $740
Park Requirements for Development Applications
Council's Planning Scheme Policy PSP41 $748
Pathway Trunk Network Contributions
2. The applicant is advised that a Compliance Permit for all plumbing and drainage works within the

boundaries of the development site shall be obtained trom Council's Plumbing Services Section prior to
obtaining a Development Permit for Building Works.

3. Where any food premises is included in a development, the following is required:

3.1. Plans and application is to be made to Council's Environmental Health Section for approval prior to
any building approval, fitting out or use of the premises.

3.2. A statement indicating the purpose of the food premises, type of food sold, proposed menu and
number of persons to be served per hour, is to accompany the application for plan approval.

3.3. Construction and use of the food premises should comply with Council's Food Premises Policy and
the Food Safety Standards. (Both available from Council)

3.4. Toilets for customers and staff to be provided in accordance with Building Code of Australia.
Obtain advice from a building certitier on numbers and standards, including disable access.

3.5. Plans and approval is required for any mechanical exhaust ventilation system, which should
comply with AS1668, A certificate from the installer certifying the system complies with the
Standard must be obtained and lodged with Council prior to commencement of trade.

3.6. | Any Licensable Food Business, as defined in Chapter 3 of the Food Act 2006, must obtain a Food
License from Council, prior to use of those premises.

4, The development should be undertaken and operated in a manner that causes no detrimental effect upon
the amenity of the neighbourhood by reason of the creation of excessive noise, lighting, air-borne
hazards, atmospheric pollutants (including dust or odours) nuisance or any other emissions in accordance

with the nuisance provisions of the Environmental Protection Regulation 1998 or Council's Local Law No.
12 ~ Control of Nuisances.

5. Noise from building works associated with commercial and or industrial development should comply with
the following —

5.1. Limited to between 7:00am to 6:30pm Monday to Saturday.
5.2. All reasonable measures are taken to minimise noise emissions.

5.3. Not permitted on Sunday or public holidays.

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Page 19

~~ NOOSA COUNCIL IDAS Development Application Decision Notice 13 of 15

6. in accordance with the Environmental Protection (Water) Policy 1997, all sand, silt, mud, paint, cement,
concrete, builder's waste or rubbish should not be permitted to enter or be placed where it could
reasonably be expected to move into a roadside gutter, storm water drain or a watercourse. On the spot
fines apply for such offences.

7. We advise ‘interested parties’ i.e. ‘developer’, ‘owner’, ‘tenant’ to consider their responsibilities under the
Disability Discrimination Act (DDA) in regard to the installation of disabled access and the provision of
disabled facilities, and that access to this building and the provision of sanitary facilities may need to
comply with the requirements of Section D Part D3 and Section F Clause F2.4 of the Building Code of
Australia.

8. Pursuant to the Building and Construction Industry (Portable Long Service Leave) 1991 Act if the cost of
operational works exceeds $80,000, then a portable long service leave levy is required to be paid. In
accordance with Section 77.(1) of the Act, Council is required to sight the approved form issued by the
Building and Construction Industry (Portable Long Service Leave) Authority that confirms that the
requirements of the Act have been satisfied. A statutory declaration outlining the cost of the operational
works must be submitted to Council with the lodgement of any application for operational works over the
site.

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Page 20

NOOSA COUNCIL IDAS Development Application Decision Notice

140815

 

NOOSA

COUNCIL

Appeal Rights

 

 

INTEGRATED PLANNING ACT 1997, IDAS DEVELOPMENT APPLICATION

 

 

The following is an extract from the Integrated’
Planning Act (Chapter 4). 4

to court relating to

 

Division 8 - Appeals
development applications

Appeals by applicants

4.1.27.(1) An applicant for a development application
May appeal to the court against any of the following-

(a) the refusal, or the
development application;

refusal in part, of a

(b) a matter stated in a development approval,
including any condition applying to the
development, and the identification of a code
under section 3.1.6;'

(c) the decision to give a preliminary approval when a
development permit was applied for;

(d) the length of a currency period;
(e) a deemed refusal.

(2) An appeal under subsection (1)(a) to (d) must
be started within 20 business days (the “applicant’s
appeal period”) after the day the decision notice or
negotiated decision notice is given to the applicant.

(3) An appeal under subsection (1)(e) may be
started at any time after the last day a decision on the
matter should have been made.

Appeals by submitters

4.1.28.(1) A submitter for a development application
may appeal to the court about-

(a) the giving of a development approval, including
any conditions (or lack of conditions) or other
provisions of the approval; or

(b) the length of a currency period for the approval.

(2) The appeal must be started within 20 business
days (the “submitters appeal period”) after the day
the decision notice or negotiated decision notice is
given to the submitter.

(3) If a person withdraws a submission before the
application is decided, the person may not appeal the
decision.

(4) If an application involves both impact
assessment and code assessment, appeal rights for
submitters are available only for the part of the
application involving impact assessment.

(5) If an application is processed under section
6.1.28(2), appeal rights for submitters for the
application are available only for the aspects of the
development that would have required public
notification under the repealed Act.

 

" Section 3.1.6 (Preliminary approval may override local planning

instrument)

(6) If an application involves assessment against
a concurrence agency code, appeal rights for
submitters for the application are not available
against the part of the approval that represents the
concurrence agency's response for the code.

Appeals by advice agency submitters

4.1.29.(1) An advice agency may, within the limits of
its jurisdiction, appeal to the court about the giving of
a development approval for a development
application if-

(a) the development application involves

assessment; and

impact

(b) the advice agency told the applicant and the
assessment manager to treat its response to the
application as a submission for an appeal.

(2) The appeal must be started within 20 business
days after the day the decision notice or negotiated
decision notice is given to the advice agency as a
submitter.

Appeals for matters arising after approval given
(co-respondents)

4.1.30.(1) For a development approval given for a
development application, a person to whom any of
the following notices have been given may appeal to
the court against the decision in the notice-

(a) a notice giving a decision on a request for
extension of the currency period for an approval;

(b) a notice giving a decision on a request to make a
minor change to an approval.

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given
to the person.

(3) Subsection {1)(a) does not apply if the
approval resulted from a development application
(superseded planning scheme) that was assessed as
if it were an application under a superseded planning
scheme.

(4) Also, a person who has made a request
mentioned in subsection (1) may appeal to the court
against a deemed refusal of the request.

(5) An appeal under subsection (4) may be
started at any time after the last day the decision on
the matter should have been made.

Division 9 - Appeals to court about other matters

Appeals for matters arising after approval given
(no co-respondents)

4.1.31.(1) A person to whom any of the following
notices have been given may appeal to the court
against the decision in the notice-

(a) a notice giving a decision on a request to change
or cancel a condition of a development approval.

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Page 21

 

NOOSA COUNCIL IDAS Development Application Decision Notice 15 of 15

(b) a notice under section 6.1 44? giving a decision to
change or cancel a condition of a development
approval.

(2) The appeal must be started within 20 business
days after the day the notice of the decision is given
to the person.

(3) Also, a person who has made a request
mentioned in subsection (1)(a) may appeal to the
court against a deemed refusal of the request.

(4) An appeal under subsection (3) may be
started at any time after the last day the decision on
the matter should have been made.

Appeals against decisions to change approval
conditions under the repealed Act

4.1.334.(1) A person who is dissatisfied with a
decision made on an application to change the
conditions attached to an approval given under
section 2.19(3)or section 4.4 of the repealed Act may
appeal to the court against-

(a) the decision; or
(b) a deemed refusal of the application.

(2) An appeal under subsection (1)(a) must be
started within 20 business days after the day notice of
the decision is to be given to the person.

(3) An appeal under subsection (1)(b) may be
started at any time after the last day a decision on the
matter should have been made.

Appeals against local laws

4.1.33B.(1) An applicant who is dissatisfied with a
decision of a local government or the conditions
applied under a local law about the use of premises
or the erection of a building or other structure
permitted by the planning scheme may appeal to the
court against the decision or the conditions applied.

(2) The appeal must be started within 20 business
days after the day notice of the decision is given to
the applicant.

= Section 6.1.44 (Conditions may be changed or cancelled by
assessment manager of concurrence agency in certain
circumstances)

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Page 22

Schedule A — Response or Change to Conditions

   

   
 
 
  

 

DA Item Description
No

   

Response Rear tal acs

    

Action By

 

     
 
   
  
   
 
 
 
  

 

 

 

Land Use ;
-_ —T—

1 Development undertaken in accordance with this approval must The development has been amended AMPM |
generally comply with the approved plans of development. The to accommodate soccer, athletics and |
approved plans are prepared by Callaghan & Toth and numbered cycle criterium. |
0513-04A to 0513-07A and dated September 2006; 0513-08A and Refer GHD drawings 41-22382 —SK10
dated September 2006; 0513-09 to 0513-10 and dated 24 Feb 2006; Rev 3, SK11 Rev 3, SK12 Rev 3, SK13 i
0513-11 and dated 28 Feb 2006; 0513-12A and dated August 2006; Rev 3, SK14 Rev 3, SK15 Rev 3, SK16 '
0513-13A to 0513-14A and dated September 2006 as may be Rev 3, SK17 Rev 3 & SK18 Rev 3. |
amended by these conditions. |

2 The development must be undertaken and operated in a manner that | Noted
causes no detrimental effect upon the amenity of the neighbourhood |
by reason of the creation of excessive noise, lighting nuisance or other
emissions. |

!

3 The open space and setback areas are to be landscaped in accordance

with Council’s Policy on Landscaping Guidelines and a properly
prepared landscape plan prepared by a suitably qualified Landscape
Architect or Horticulturalist. Such landscaping is to be completed prior
to the premises being occupied and maintained at all times
thereafter.

In particular the following requirements shall be included in the
landscape plan for the development area:

1.1 10m wide screen planting buffer Ref Blackburne
provided Jackson Drg. 6189
SKO1 Issue C

1.1. native buffer screen landscaping shall be provided along
the Eenie Creek Road frontage of the development area,
and shall effectively screen the development from Eenie
Creek Road. It is envisaged this buffer shall be a
minimum of 10 m wide, and that the screen planting for
the western oval may be located within the road reserve

 

 

 

 

 

 

 

Page 23

Schedule A — Response or Change to Conditions

  

 

py Wu OL exelde la)
1 Ke)

1.2.

1.3.

1.4.

1.5.

1.6.

1.7.

1.8.

 

 

if necessary;

the northern most existing bluegum tree (or the two
northern most trees if possible) shall be retained in the
final design of the development, unless otherwise
approved by Manager Land Use;

remaining open space areas within the proposed
development part of the site shall be landscaped with
endemic plants where no conflict occurs with the
proposed sporting activities;

the periphery of the developed part of the site shall be
cleared of weeds, and existing native plants reinforced
with further plantings of endemic species to create a
sustainable ecosystem;

the entire area shall be stabilised with grasses and
vegetation to obtain 80% ground cover per square metre
within 45 days of the completion of earthworks;

landscaping shall incorporate a minimum of 100 shade
trees throughout the site in safe locations for cyclists.

the western existing vegetation core wildlife corridor
shall be planted with endemic koala food trees and other
necessary species to reinforce the local sustainable
ecosystem in consultation with the Manager Land Use.

the existing batter at RL25.00 at the property frontage
shall be retained and landscaped as a visual buffer except
for access to the site.

Response

1.2 Three of four trees retained, one
removed to allow for criterium track.

1.3 Yes

1.4 Yes

1.5 Yes

1.6 Yes

1.7 Endemic koala food trees to be
planted along western boundary 10m
clear of criterium track.

1.8 Existing and Design contours and
sections provided to show the need to
remove the batter.

To include the cycle track, carparking,

 

hited

GHD SK10 Rev 1

BJ 6189 SKO1 Issue C

BJ 6189 SKO1 Issue C

BJ 6189 SKO1 Issue C

BJ 6189 SKO1 Issue C

BJ 6189 SKO1 Issue C

Refer to SKO31 RevA
and SKO40 Rev A

          

Earl h]

 

 

 

 

Page 24

Schedule A — Response or Change to Conditions

DA Item Description

No

1.9,

1.10.

1.12.

the batters to the criterium circuit shall be revegetated
and stabilised with suitable native shrubs, native grasses
or other suitable grass, and endemic trees where safety
requirements permit.

suitable native buffer plantings (min 1m high) shall be
planted as close as practical to the criterium track where
it traverses the road reserve to assist in preventing public
access to the track, and provide a safe environment for
competition cyclists.

. non - potable recycled water shall be utilised for

irrigation purposes.

a suitable lightweight and aesthetic safety net (or
suitable screening vegetation) is to be erected internal to
the property boundary if cricket balls are likely to land
within the Eenie Creek Road reserve.

Response

playing fields inside the nature reserve
with maximum slopes of 1 in 3 there
isn’t any flexibility in site levels.

The front boundary will be screened
with vegetation.

1.9 Yes

1.10 1- 1.5 m high bund provided
with native planting.

1.11 Recycled water from STP is to be
used for field irrigation.

1.12 Not required as field will not be
used for cricket

Reference

BJ 6189 SKO1 Issue C

BJ 6189 SKO1 Issue C

pve telanh

   

 

 

[4

 

 

All fencing to the Eenie Creek Road property boundary shall be
coloured green or black and screened by native vegetation.

No fencing proposed along Eenie Ck
Rd boundary as existing cycle path
crosses boundary a number of times.
Note a landscaped bund will be

 

GHD SK10 Rev 1

 

 

 

Page 25

Schedule A — Response or Change to Conditions

DA Item Description

No

Response

ita (lata ed

Action By

    

 

 

 

 

 

 

 

 

provided along Eenie Ck Rd frontage
with a high density of trees to secure
the site. Also fields will be fenced to
rohibit vehicular access.
p |
5 Existing trees on the site and within road reserves are to be retained, | Refer landscape plans BJ 6189 SKO1 Iss C
except where required to be removed due to construction and
building operations or the conduct of the approved use. These
landscape plans required to be submitted are to denote areas of
existing vegetation or existing trees proposed or required to be
retained.
y
6 Cleared vegetation is to be suitably processed by one of the following | This requirement will be included in
methods and removed from the site:- construction documentation.
1.1. Processing through a woodchipper or shredder. The
resulting mulch is to be stockpiled loose in heaps of less
than 1000 cubic metres, less than 2.5 metres high with a
minimum of 10 metres between edges of heaps.
1,2. The Applicant is advised that burning off is an
unacceptable method of disposal.
7 Any advertising sign or device is to comply with Council's policies on | No advertising signage proposed as
advertising. part of this development.
8 All hot water systems installed shall be either solar systems; electric | Gas hot water is proposed
heat pump systems; or gas systems (LPG or natural).
T
9 Secure bicycle racks shall be provided on site to accommodate a | Scooter parking and bicycle racks have | GHD SK10 Rev 1
minimum of 12 bicycles. The proposed bicycle racks shall be | been provided
identified on the landscaping plans and shall be located to the

 

 

 

 

 

 

 

Page 26

Schedule A — Response or Change to Conditions

          
   

DA Item Description Response
No

reasonable satisfaction of the Manager, Land Use.

 

Botte a

 

Action By

 

    
  
  
 
 
 
 
 

—t—
10 The proposed development shal! have all kitchen, laundry and

bathroom fittings that comply with the AAA Water Conservation
Rating System as defined by the AS/NZS 6400 (Water Efficient
Products - Rating and Labelling 2003) and AS/NZS 3500 (National
Plumbing and Drainage Standard Part 1.2), with toilets to comply with
the AAAA Water Conservation Rating System. All tap ware and shower
roses shall not exceed a maximum flow of 9 litres per min.
Dishwashers and washing machines are excluded from this
requirement.

Included in building specification

[_

 

  
   
 

11 The section of the criterium track located within the Eenie Creek Road
reserve shall not have any permanent fence installed within the road
reserve for the sole purpose of preventing public access; and the road
reserve shall remain available for any future road duplication
requirements as considered necessary by Council.

the Eenie Ck Rd reserve.

Criterium track does not encroach into

GHD SK10 Rev 1

 

12 Adequate safety strategies shall be put in place for the part of the
track located within the road reserve when the criterium track is
utilized for competition.

  

the Eenie Ck Rd reserve.

Criterium track does not encroach into

 

 
 

13 The requirements of this development approval are to be effected, | Noted

prior to the use of the premises.

 

14 Prior to the commencement of development, the following
Development Permits must be obtained:-

1.1. Development Permit for Building Works;

1.2. Development Permit for Operational Works of
landscaping, car parking and access, frontage works,
LL stormwater drainage, sewer reticulation (including new

in due coarse

 

 

 

1.1 BA will be sort for the clubhouse

1.2 SCRC DA Planning confirmed that

 

 

 

 

 

 

Page 27

Schedule A — Response or Change to Conditions

  

  

DA Item Description Response
No

     

  
 

  

mains, relocations, diversions, pump stations and rising

  

Operational Works Approval is

 

recat)

Action By

   

  
  
  
 

 

 
   
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

   
 

 

 

 
 

 

 

mains), roadworks, site civil works, water reticulation and exempt for this development
earthworks/filling of the site.
15 The Development Permit for a material change of use of premises | Request extension to the 21
lapses if the use has not happened by 21 December 2010 unless an | December 2012 for Development
application to extend the currency is approved by Council. Permit to allow for staged
development of the project
{
Land Development a
16 A vehicular access road to the site shall be constructed from the Eenie | Vehicular access provide to the site For details refer
Creek Road/Langura Street roundabout generally in accordance with | from the Eenie Creek Road/Langura GHD drawings
proposal plan 0513-0SA dated 28 February 2006 and prepared by | Street roundabout C001 to C012
Callaghan & Toth.
17 All vehicles shall enter and leave the site in a forward direction. Provided | For details refer
GHD drawings
C001 to C012
Carparking
18 Carparking shall be provided within the site as shown on drawing } Car parking has been provided as per
number 0513-05A dated 28 February 2006 by Callaghan & Toth, | GHDSK10 Rev 1
except as modified herein.
19 A minimum of 100 uncovered carpark spaces shall be provided on | 100 car parks & 3 disabled provided GHD SK10 Rev 3
site, including 3 clearly defined disabled carpark spaces.
20 The carparking area shall be designed to comply with the provisions of | The revised carpark layout meets the GHD SK10 Rev 3
AS 2890.1-2004 for user class 2 with allowance for vehicles to enter | requirements of AS2890.1-2204
and leave the site in a forward gear and with a minimum head

 

 

 

 

Page 28

Schedule A — Response or Change to Conditions

37 <a Leet eL eco al Response

Xo ae saat Neate
No

clearance (headroom) at any point of 2.2m.

 

 

21 The proposed set down area, bus stops and water truck refilling stop | Noted — Linemarking will be
shall be line-marked with chevrons and have appropriate words | completed in stage 2 and will comply

painted on the pavement. A sign shall also be provided to indicate | with Condition 21 |
that the areas are for “Set Down Areas”, “Bus Stops” and Water Truck :
Stop” respectively, and that “No Parking is Permitted”.

 

 

 

 

 

 

Grass shall be couch, free of weeds. works will be in line with the Planning
Scheme Policy PSPO3 Landscaping
Plants and Guidelines, complying with
preferred planting species and taking |
into account existing site conditions |
including existing vegetation, aspect,
soil type and conditions, pedestrian
and vehicular circulation / access,
communal and private open spaces,
shade and sunlight, character of the
surrounding lots, desirable and
undesirable views, outlooks from
neighbouring locations and
connectivity within the locality.
Planting design shall be for low

22 All car parking shall be kept, maintained and line-marked in a | Noted |
condition fit for use. . |
Frontage Works _—_ ‘
23 Footpath improvements such as topsoiling, grassing, and tree planting | Foothpath improvements along the |
are required to the Eenie Creek Road frontage of the site in | Eenie Creek Road frontage includes
accordance with Planning Scheme Policy PSP1 Landscaping Guidelines. | grassing and planting works. These |
i
|

 

 

 

 

 

 

 

Page 29

Schedule A — Response or Change to Conditions

DA Item Description

i Ta)

—|

Response

maintenance and sizes and layouts
shall also be in accordance with the
planning Scheme. Mulch types and
planting techniques shall be outlined
in items 25-31 of the policy.

Reference

Action By

   

 

24

A new full width concrete or paved path shall be constructed along
the Eenie Creek Road frontage of the site in accordance with Council’s
design standards. Care shall be taken to protect any existing
vegetation and/or any underground services.

New path to be constructed on new
alignment in accordance with SCRC
requirements, refer Nigel Walker

GHD SK10 Rev 1

 

25

Stormwater Drainage

 

 

 

Roof runoff from the new building shall be directed to a rainwater
storage system or tank (minimum storage 12 litres/m? of roof area)
that is installed to ensure water from the tank can be used for
external uses (such as watering gardens, irrigation, ornamental ponds,
water features, outdoor cleaning, etc) and for use in flushing of toilets
internal to the building. All rainwater tanks are to be designed and
installed in accordance with the Queensland Development Code
(QDC), Part 25 - Rainwater Tanks, and shall be part of the plumbing
application in conjunction with the building approval. The location
and capacity of the tanks shall be clearly shown on the plans
submitted for Building Works approval and any overflow shall be
directed to the proposed stormwater system.

Rainwater storage is included in
building design.

 

26

 

 

As the site is proposed to be filled, appropriate stormwater drainage
pipes shail be installed within the site to collect and discharge
stormwater runoff from ail adjoining properties to prevent additional
ponding/flooding on these properties.

No adjoining properties are affected
by the development.

 

For details refer
GHD drawings
C001 to C012

 

 

 

 

Page 30

Schedule A — Response or Change to Conditions

Py Sta)

No

27

Description

To ensure that polluted run-off does not enter Burgess Creek,
stormwater shall be treated generally in accordance with the
Stormwater Quality Management and Assessment Report dated
September 2006 and prepared by Callaghan & Toth. The system shall
ensure that stormwater run-off from the carparking areas and the
driveways shall have the first flush (the first 12 mm of rainfall or hose-
down) collected in grease/oil arrestors prior to entering the proposed
GPT’s and bioretention zones. The proposed GPT’s may be designed
with grease/oil arrestor capacity.

All other clean stormwater, such as roof water, can be collected on
site and discharged through a single underground drain line directly
into the existing drainage system, bypassing the grease/oil arrestor.

To this end, a detailed management plan shall be prepared for the
proposed stormwater treatment system, which shall be submitted to
the Council for approval prior to obtaining a Development Permit for
Operational Works.

A Development Permit for Building Works shall not be granted until a
Development Permit for Operational Works has been issued in regard
to the drainage scheme.

Response

Stormwater bioretention and
infiltration system included in design
as per “Girraween Stormwater
Management Plan” by Ecological
Engineering.

Stormwater calculations provided
detailing sizing of pipes and pits as
well as bioretention pond.

Reference

For details refer
GHD drawings
C001 to C012

Action By

 

 

All site stormwater drainage shall be by means of a gravity system.

Yes

 

29

 

 

—t.

All stormwater drainage lines including inter-allotment drainage shall
be inspected by closed circuit television (CCTV) prior to
commencement of the approved Use.

CCTV inspection will be carried out by Council's CCTV contractor and
arranged by Council following satisfactory completion of construction
works. The developer will be responsible for the full cost of CCTV
inspection, including any additional inspection necessary following

To be included in construction
documentation

 

 

 

 

Page 31

Schedule A — Response or Change to Conditions

DA Item Description

No

defect identification and rectification. This charge is payable prior to
the issue of Operational Works approval and will be determined on
the unit rate basis current at the time of approval.

Response

ite

   

Action By

 

 

 

Sewer Mains

 

 

 

 

30 The site shall be connected to Council’s existing sewerage reticulation
systems and be constructed in accordance with Council’s standards
and requirements at no cost to Council.

   

Sewer pump station to be installed
with clubhouse construction. Waste
water to be pumped to contro!
manhole adjacent to sewer treatment
plant as determined by SCRC Water

 

  

 

 

The proposed package sewerage pumping station shall have
emergency storage tanks with a capacity of 24 hour storage to
minimise risk of spillage to Burgess Creek.

 

The standard EOne design drawing
shows the capacity in the WW is
3.15kL.

Based on our conservative design
estimates, the Average Day Flow is
approximately 3.8kL/day. Therefore
the storage equates to approximately
20 hrs.

This is a duty/standby pump
arrangement so it should be ok.
Alternatively it is possible to increase
the tank size (if required).

 

The system is a
closed system so
no spillage to
Burgess Ck will
occur. If the
system fails it will
simply back up.

 

 

10

 

 

 

 

Page 32

Schedule A — Response or Change to Conditions

DA Item Description

No

Town Water Supply

Response

Bcactaray

Action By

 

 

 

 

 

 

 

 

or the blockage of, or interference with, any natural watercourses.
Detailed site surveys indicating natural surface levels and contours of
the adjoining properties must be provided with the application for a
Development Permit for Operational Works for Filling and Drainage.

This may require the design and construction of drainage pipes and/or
an overland flow-path within the development site that caters for
drainage from the adjoining sites for a design storm with an Average
Recurrence Interval of 1 in 100 years. A private easement for the
Drainage of Water encompassing the drainage pipes or overland flow-
path will also be required. In this regard a Development Permit for
Operational Works shall be obtained.

Should evidence be provided to Council indicating that no additional
ponding of stormwater will occur on the adjoining properties the
requirement for the drainage pipes, overland flow-path and easement
shall not apply.

 

 

Design contours are provided with the
earthworks plans showing no
bunding/ponding of neighbouring
properties occurs.

32 The site shall be connected to Council’s existing town water supply } A 150mm dia water main will be Girraween Water
and be constructed in accordance with Council’s standards and | extended along Langura St. Main Extension
requirements at no cost to Council. Figure 1 -attached
Earthworks
rT] T
33 Filling works required on site shall be carried out in accordance with | No neighbouring properties are | Earthworks plans
Section 3.8 of Council’s Engineering Design Standards Manual and so | affected. show design
as not to cause the additional ponding of water on any adjoining lands contours.

 

 

34

 

Acid Sulfate Soils

 

 

 

 

As the site is located below the 20m AHD and above the 5m AHD, any

The site has been tested for ASS, no

 

Coffey Geoscience

 

 

11

 

 

Page 33

Schedule A — Response or Change to Conditions |

DA Item Description Response Xl tesvala) Action By

No

   

excavation works consisting of 100m? or greater which extends below | ASS found
5m AHD will need to be carried out in accordance with State Planning
Policy 2/02 Planning and Managing Development Involving Acid
Sulfate Soils. In this regard appropriate testing and supporting
documentation prepared by a suitably qualified specialist shall be
submitted to Council for approval prior to obtaining a Development
Permit for Operational Works.

 

 

‘Erosion and Sediment Control

 

 

 

 

 

    
   
 
 

Erosion & Sediment Control Plan GHD C003
provided

35 | any person acting on this permit shall prevent erosion and sediment
export from leaving the site. Site control measures such as silt
fencing, controlled gravel access to the site and controlled disposal of
waste, will be necessary.

In this regard plans detailing the methods of controlling erosion and
sediment are required to be submitted to the Council for approval
prior to obtaining a Development Permit for Operational Works.

 

 

 

General

 

 

36 The developer must obtain all of the other Development Permits | Noted
referred to in the Decision Notice, prior to obtaining a Development
Permit for Building Works.

 

37 in suitably qualified Registered Professional Engineer shall prepare | All design drawings to be signed & Plans to be
engineering drawings and specifications for all engineering works that | certified by an RPEQ and appropriate signed.
will become Council infrastructure, which shall be submitted in | DXF file supplied.
conjunction with an application for a Development Permit for

Operational Works. In this regard a DXF/DWG file on GDA94 zone 56

grid of the proposed cadastre layout is to be submitted in conjunction

with any application for Operational Works.

 

 

 

 

 

12

 

 

 

Page 34

Schedule A — Response or Change to Conditions

DA Item
No

38

Description

Digital detailed design drawings and calculations shall be submitted
with any application for a Development Permit for Operational Works
in respect of roadworks and stormwater drainage works. To avoid
conflict with underground pipes or services, all existing and proposed
services required by the development shall be shown on the plans.

Response

Design drawings and calculations
supplied.

Reference

PXa deem oh]

 

 

39

To facilitate production of As Constructed drawings it is suggested
that all design drawings are submitted in the Asset Design and As
Constructed (ADAC) digital format. (Guidelines on the use of ADAC are
available at www.adac.com.au).

As Constructed drawing will be
submitted in ADAC format

 

Any damage caused to any public utility during the course of
construction shall be repaired to Council’s standards and at no cost to
Council.

Noted

 

41

Any alteration of any public utility or other facilities necessitated by
the development of the land or associated construction works
external to the site shall be at no cost to Council.

Noted

 

42

The transportation of all materials to and from the site shall be
undertaken in a manner such that no particle matter escapes onto a
public road. All vehicles carrying materials either to or from the site
shall be covered to prevent materials including dust being windblown
from the vehicle.

Noted

 

43

 

 

As Constructed drawings and data shall be certified by a qualified
experienced Civil Engineer for design intent, and a Licensed Surveyor
shall certify the cadastre and the location, level and type of all
services and structures. All of which shall be submitted to Council for
checking and for Council’s records.

The data must fully detail levels for all engineering works including

As constructed drawing specification
to be included in construction
documentation.

 

 

 

13

 

 

Page 35

Schedule A — Response or Change to Conditions

DA Item Description

No

but not limited to drainage structures, finished ground levels and
pavement surface levels. The data shall be submitted in the Asset
Design and As Constructed (ADAC) digital format. (Guidelines on the
use of ADAC are available at www.adac.com.au).

 

 

Approval of works shalt not be granted until all As Constructed
L | information has been supplied and accepted by Council.
Environmental Health
44 The developer must provide waste storage and disposal facilities in

accordance with Planning Scheme Policy No. 9 “Waste Management
Multi-Dweillings and Commercial and Industrial Premises”, including
an external imperviously paved area correctly sized for all refuse and
recycling containers and suitably screened from public places and
neighbouring properties. A bin wash area is required with a cold-
water tap, hose and drain outlet connected to sewer. The drain outlet
is to be designed to prevent storm water entry to the sewerage
system and this can be achieved with a nib wall 50mm high and up to
700mm x 700mm wide (max 0.5m}, or alternatively the waste area
can be roofed, or any other design approved by Council.

 

Response

Reference

PYadtelim eh

   

 

 

 

Waste storage and disposal facilities
will be provided in accordance with
Planning Scheme Policy No. 9 “Waste
Management Multi-Dwellings and
Commercial and Industrial Premises.

Details can be
provide in the
future when
detailed design of
the clubhouse has
been completed.

 

45

All bin wash areas in excess of 700mm Square are to be roofed and
the floor is to fall to a bucket trap with the waste pre-treated by a
grease arrestor prior to discharge to the sewer. The appropriate
backflow prevention devices are to be installed at the bin wash area.
Bunding set above 75mm is required to exclude excessive rain-water
entering these areas.

Requirements will be included in
detail design of clubhouse

 

46

 

A Trade Waste Application must be submitted prior to the issue of a
Development Permit for Building Works.

 

Noted

 

 

 

14

 

 

Page 36

Schedule A — Response or Change to Conditions |

          
    
    
 
   
  
    
   
   
    
   
 
 
 
 
  

 

DA Item Description Response Cried a Eva dream]
No

     

Requirements will be included in
detail design of clubhouse

Full truck access is to be provided to each grease arrestor and/or pre-
treatment device for cleaning and servicing. Where access is
restricted, a pump out line is required.

 

48 A completed Trade Waste application together with an applicable fee | Noted
and two (2) sets of professionally drawn plans showing the Trade
Waste requirements in accordance with the Noosa Trade Waste Policy
are to be submitted to Council.
—
49 The property owner will be responsible for any cost incurred by an | Noted

approved Cleaning Contractor relating to the cleaning, servicing and
contents removal from the grease arrestor, where access to the
arrestor is impaired or delayed.

The Trade Waste application fee of ($105.00) is required at the time
of the application.

 

 

51 Trade Waste requirements are required to be in place, inspected and | Noted
approved prior to the commencement of trading or operation. The
appropriate Trade Waste Permits will be issued following approval at
final inspection.

52 A place of food preparation and/or cooking is to have the liquid waste | Noted

connected to a Trade Waste fine, that discharges to an approved
grease arrestor of a size determined by Council’s Trade Waste Policy.

 

 

53 All liquid waste produced by the commercial section of the | Noted
development is “Trade Waste” and is to be treated as required under

the Noosa Trade Waste Policy prior to release to the sewer.

 

 

 

 

 

15

 

 

Page 37

Schedule A — Response or Change to Conditions

DA item Description

Te}

Environmental Services

Response

Rtsii-e tale

Action By

 

 

54

 

An Environmental Management Plan (EMP) shall be prepared and | EMP Provided

implemented to ensure that the impact of the development, during
construction and operation, on the environment is minimised and that
the environmental values of the site and surrounding lands are
protected and enhanced.

 

55

 

 

The EMP shall address the following issues in relation to construction
and operational phases of the development:

a. Legislative compliance;
b. Vegetation protection;

i. Including construction fencing delineating the
development footprint shall be established and
approved prior to Operational Works commencing.

ii. Protection of area to the south east of the site
containing populations of native plants, Macarthuria
complanata, and scheduled “Rare” under the Nature
Conservation Act 1992.

Cc. Fauna and fauna habitat protection;

i. Including that construction works do not occur during
the breeding period of the Rainbow Bee-eater (Merops
ornatus) and that a qualified ornithologist inspect the
site prior to Operational Works commencing on the
site.

d. Weed & pest control;

e. Soil erosion and sediment control;

EMP Provided

 

 

 

 

 

 

Page 38

Schedule A — Response or Change to Conditions |

  

    

 

DA Item Description Response Baie yarey Action By
i Te)

     
 
       

Water quality protection;

  

i. Generally in accordance with the Stormwater Quality
Management and Assessment Report prepared by
Callaghan & Toth and dated September 2006.

g. Groundwater protection;

h. Air quality protection;

i. Acid sulphate soil management;

j. Waste management;

k. Amenity (visual, noise, etc) management;
I. Cultural heritage management; and

m. Bushfire control;

i, Including the need for any buffers being located within
the development footprint and not encroaching into
the adjoining vegetation.

This EMP shall be submitted by the applicant for approval by
Manager Environmental Services and Manager Land Use prior to
issue of a Development Permit for Operational Works.

 

56 Include field lighting to soccer & athletic ovals as per Webb Australia
Preliminary Field Lighting Design.

Webb Australia

Electrical Services
Prelinimary Sporrts
Field Lighting

Drg ESKO1 Rev P1

 

 

 

 

 

17

 

 

Page 39

Document List

 

‘Concept Plans™

 

Landscape

Blackburne Jackson

Entry Perspective

6189/SK01 Issue C — Landscape Concept Plan
6189/SKO2 Issue A — Preliminary Plant Palettes

 

Civil Work

GHD

SKO010 Rev 3 — Site Layout

SKO11 Rev 3 - Site Cross Sections

SK012 Rev 3 — Criterium Track Long Section

SK013 Rev 3 — Entry Road Long Section

SK014 Rev 3 — Site Layout with Aerial

SK015 Rev 3 — Criterium Track Cross Sections Sheet 1
SK016 Rev 3 — Criterium Track Cross Sections Sheet 2
SK017 Rev 3 — Criterium Track Cross Sections Sheet 3
SK018 Rev 3 — Criterium Track Cross Sections Sheet 4
SK031 Rev A — Site Sections North

SK040 Rev A - Site Layout North

Girraween Water Main Extension Figure 1

 

Clubhouse

Mode Design

09486_SK000 — Location Plans & Site Plan — Clubhouse & Fields
09486_SK001 — Site Plan — Clubhouse & Fields

09486_SK003 — Reference Images

09486_SK100 — Floor Plan — Upper Level

09486_SK101 - Floor Plan — Lower Level

09486_SK200 — Elevations

09486_SK300 — Section A& B

09486_SK500 — 3D Perspective — Aerial View 2

09486_SK501 —- 3D Perspective — Aerial View 2

09486_SK502 - 3D Perspective — Lower Field View 2 & Upper Field
View 4

09486_SK503 — 3D Perspective - Entry

09486_SK-cover — Preliminary Sketch Design Issue B

 

Electrical

Webb Australia
J303B-ESKO1 Rev Pi — Preliminary Sports Field Lighting

 

Stage 1 Earthworks & Landscaping Construction Documentation

 

Earthworks

 

 

GHD

12106 C001 — Locality Plan and Drawing Index

12106 C002 - Existing Features Plan

12106 C003 — Erosion and Sediment Control Plan

12106 C004 - Site Layout /

12106 C005 — Typical Site Sections

12106 C006 ~ Typical Sections and Stormwater Setout Table
12106 C007 ~ Bioretention Pond and Infiltration Swale Setout Plan
12106 C008 — Road 01 Sections and Setout

12106 C009 - Site Frontage Bund Setout

12106 C010 ~ Carpark Setout Plan

12106 C011 — Sports Field Setout Plan

12106 C012 - Track 01 Long Section — Sheet 1 of 2

 

 

Page 40

EEE ¥« —<— ee

 

 

[ 12106 C013 - Track 01 Long and Typical Section — Sheet 2 of 2
Drainage Calculations

Specification for Girraween Sports Precinct Earthworks Package -
March 2010

Girraween Sports Precinct Environmental Management Plan
(Construction) - May 2010

Landscape Blackburne Jackson

6189-L001-C - Landscape Cover Sheet & Key Plan

6189-L002-B - Stage 1 Landscape Plan

6189-L003-B - Stage 1 Landscape Plan

6189-L010-C — Landscape Details

Electrical Webb Australia

E100 A ~ Padmount Construction General Layout Drawings

E101 A - Padmount Construction General Layout Drawings

 

 

 

 

Page 41

 

Blackburne Jackson Design

Landscape | Interiors

 

Page 42

=e

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et

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5m FRANGIBILITY zs
SETBACK FROM / @ TREES AT CLOSE
ROAD 7 CENTRES TO
PREVENT
VEHICULAR ACCESS

MIN. 10m WIDE

BUFFER TO EENIE

CREEK ROAD
MIN. 10m WIDE
TUBESTOCK BUFFER
PLANTING

 

_-—_ TREES TO BE aang es
PROTECTED. pase,

ae en TURFED BIO-RETENTION
= EXISTING POND BY CIVIL ENGINEER

AND RETAINED

ae
eEne
10m FRANGIBILITY DENSE
SETBACK PLANTING TO
PREVENT
PEDESTRIAN

eo \ ACCESS ONTO
MIN. 10m. \ TRACK

WIDE BUFFER
TO EENIE
CREEK ROAD

MIN. 10m WIDE *
TUBESTOCK
BUFFER
PLANTING

aan Ay

PLANTING TO \V
BATTER AS
SHOWN

TUBESTOCK
REVEGETATION \
PLANTING TO NATUREY,
REFUGE AREA

_—
10m FRANGIBILITY SETBACK

Landscape Concept Plan

DAS Issue C 7

Oo
oo
sO
a

94.2

 

| Sunshine Coast

a | STOLONISED SPORTSFIELDS
a GENERAL SEEDED AREAS

Begs} TURFED AREAS
= GENERAL PLANTING AREAS

FRANGIBLE DENSE SCREEN
PLANTING TO FRONTAGE
NON-FRANGIBLE DENSE SCREEN
PLANTING TO FRONTAGE
ae FRANGIBLE REVEGETATION
PLANTING AREAS IN WILDLIFE
REFUGE AREA
m= NON-FRANGIBLE REVEGETATION
PLANTING AREAS IN WILDLIFE
REFUGE AREA
NEW TREES

| PROTECTED AND RETAINED

EXISTING TREES TO BE
REMOVED

>) PROPERTY BOUNDARY

— EXISTING TREES TO BE

 

 

 

 

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p +H
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WHEELIE BIN ENCL

 

MARINE GRADE 316 (MSC POSLSM

 

CYCLE RACKS

 

 

TODDARTS STANLESS STEEL MARINE GRADE 316 ME STANDING (MSC POSLSM DETAIL

DRINKING FOUNTAIN

 

SHANE Sa ARSOL LITE TRADE SUPPLIES SUPASHADE PLUS COLOUR “DARK BLUE DENIM”

 

 

 

 

Blackburne Jackson Design

re | Landscape | Interiors

 

Page 43

| Council
lex

lIONA

sunshine Coast Reg
Girraween Sports Com

   

General Planting

Frangible Revegetation/Buffer Zones

|Sunshine Coast
Regional Council

Non-Frangible Revegetation Zone

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

  

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Preliminary Plant Palettes

6189/SKO2 NTS Issue A 01.04.2010

CODE | BOTANICAL NAME COMMON NAME | ‘MaTuRE | MATURE [POT Sez POT SE ROWER ISUGGESTED note: All revegetation shal be SOmm tubestock note. All revegetation shall be 50mm tubestock
HEIGHT. | SPAEAD | HEIGHT | SPREAD |COLOUR|_ POT SZE cone [  SOTANICALNAME | COMMONNAME | CODE |. _BOTANICALNAME | COMMONNAME |
TREES UBS TREES
ACA tim [ACACIA fimbriata Brisoane Wattla Som 3.0m 1am [10m [yew [450 RAE ky |BAECKEA frnescans Woeping Rookas —_ [v/et Hath [AGA con [ACACIA concurens Black Wate Regrowth area
BAN tat IBANKSIA itegrilola Coastal Banks a 5.0m 2 Om 18m 10.81 elu |45_ BOD wi IOODONAEA triguetre : Hop Bush ‘Genera! IACA dis _ |ACACIA disparrima Hickory Wattle Regrowth urea.
BUC cel |GUCKINGHAMIA caltcaima teary Cart Tee 1g.0m 30m 2am (10m laean (as. RAE al |MELASTOMA mdaoatiioun {Btue longue vet Heath tp exe IALPHITONIA wcelsn Pink Ash Resyoath ares
eas oasuaruva mts ee pe epee pe fee EROUND OVERS, VINES EGPASSES—_ — borin loos nomeas ~~ [Pek teodo0d [Ronen aus
oni kick Sor Oak 16.011 On SE On yA a eur unywal estan Area SIS anaes Sos , rn 3
[cup ana [CUPAN CPSIS anacardolaes Tuokeroo iS. som [tam [10m fwnno [4s CON at [CONMELINA chit Scurvey Woud General ae ane aeons cee ruck San pace =
ELA outs JELAEOCARPUS aurreandi Eumunel Guandora 1O.0n [30m Tom (Oem loean (2s. CYP po [CYFEAUS nolystachyos Bunchy Saco véet Hoath Sura FUCAL ‘basta [Swamp ManenanyTRoqrowah aa
uc SR [EUCALYPTUS ctychocama "Summer Reo |*Summer Rec” 5.0m 3.0m, 1.5m 0.8m, red. 45. IGAH si _ [GAHNIA sieberiana Sword Sedpe Vier Hoath UC mk = ar —- vu a as :
GLO ta [GLOCHIDION ferainanai Crass Tree 13.0 3.001 1am 100 INA 45 IMP cA _|IMPERATA cyinct ca Binsey Grass. Genera! ie JEUCAL STUCTOCONYS. jabouwonr Regrowth arco
MEL qui [MECALEUCA uuiauuner sic Paperburk em 3.0m 2m ___]o7m _facan _[25. LYG mie [LYGODIIM micropnyam — [cambing macannane/ptens wea EUC pro JEUGALYPTUS propingua _|Grey Gum Regrowth ares
SHROBS PTE ase | PTERIDIUM escurentum Bracken Fen viet Heath EUG 19s _JEUCALYPTUS vastitorg, Red Mahogany Rogrorth ies
ASP ola [ASPIOISTRA elatior (Gast ron Plant 6.6m foam [NA [200m ena aus [PHRAGMITES australs Common read viewans Arca EUC ban |EUCALYPTUS hancott Barcrott's Red Gum _|Reqrowtn area
ALP cae (ALPINA caorukss Nut ve Ginger 1.5in lo.2m  |wito [140i ISCHixe TSCHOERUS Devitolius Sphey Sedge Vella Awa EUC sid__JEUCALYPTUS siderophvoia __|Grey tronbark RogrowAn area
ALP cao TALPINIA caondea Native Ginger 1.5m white 203mm. ryP on HYPHA overanl= But Rushes Wletana Area GLO sum _[GLCCHIDION sumatmum __[Umbvalin Cneese Tres [Ragrowin area
ALP zor ALPINIA 7erumber Shel Ginger wnio. 340mm. KAN tl IXANTHORRRAEA ‘una Swamp Grass Ira [vet Heath LOP con _|LOPHCSTEMON contertus — |6rush Box Regioatn area
BAR L.P  [HARCKEA viata “La Patita” neo __|209mm MAC tun _[MACARANGA Lanarius: Macaranga Rogrowin area
BAN nam {SANKSIA aemia Waku Banks helo 40mm MELqui  |MELALEUCA quinguonenia__|Paner Birk Taa Troe |Rugiowtn area
BAN Tob [BANKSIA robur Swap Bunksir fareon | 140snen SHRUBS
BAN tub | BANKSIA rob Sars 10 Banksia green 120m - j ACA met |ACACIA metanoxvion Blackwood, Wottand Area
[SAN spi__ [BANKSIA spinuess Harpies Banik. bronze {200m Non Frangible Buffer Zone BAE tru |BAECKEA intascens Weep no Baekea Wer Heath
BAN CC |BANKSUA spinulosa “Coaslal Cusiticn® PCowstis Custion* prstows | 209s note: All revegetation sha! be SOmm tubestock BAN rob [BANKSIA robur ‘Swamp Banksia Vet Heat
EJG ie  [EUGENWreinaadvana Besch Cherry white [209mm Coo [BOTANICA NAME [| COMMONNAME | DOD th IDODONAFA triqueira Hop Bush (Gonoral
IGAE HG __[SREVILLEA ‘Honey Gam! sHonssty Gorn” csnge |309men TREES MEL mat__[MELASTOMA maabathricum [Bie tongue Viet Heath,
IGREOM | GREVILLEA ‘O-angs Manmade" "Crnas Marnade" one 340men IACA con __|ACACIA concurens: Biack Wattla Regrowth area. IGROUNDCOVERS, VINES & GRASSES,
GRE sup | GREVILLES "Supa" Superb Grevilea H 209: ACA dis [ACACIA dspamma hickory Wattle. Regraaih aaa. BEd IBLECHNUM mxtoun Bunaw3l Véutland Aves
[HED spy THEDYCHIUM sp White Shes! Ginget whites 1st ALP exc | ALPHITONIA exassa. Pak Ash Reyruath ana. ICOM 1 [COMMELINA diffusa Scuryuy Weed General
HOV cru Ported Leat Hoves maswo _|i40mm COR int | CORY MBIA amorerex ia Pak Bloody0od Reg-owih arect CYP pol__ICYPERUS palystachyos Bunchy Sedge Vidor Hesisthy
iy | P \ wetites 12090 ICUP ana _|CUPANIOPSIS anacarcioises_{Tuckaroo Regrowth 8a GAH six IGARNIA sieberiana Sword Sadge Wot Hosth
Pak, is 203m IG! O sun |GLOCHIDION surnatraum, mtrella Cheese Tree |Regowth area MP cd IMPERATA cylindrica, ‘Blade, Grass General
MELALEUCA bracteata Povo rca _|203mm. OP con |LOPHOSTEMON coaienus _ |Erush Box. Regrowth aaa, LYG Tw {LYGODIUM marophylium Climbing maidentair [Wetland A-ea
MELALEUCA inant - Snow in Summa renze_}20}mm. MAC tan MACARANGA tanarius. RAscaranga’ Regowih area PTE esc [PIERICIUM esculentum Bracken Fen wnt Heath
aU = “ret owe Meron ae — eon Met. qui__[MELALEUCA quinquenanis [Paper Bark Tea Trea [Regrowth aaa PHR aus _|PHRAGMIIES australis Common rec Wetland Area
RAELALEUCA ‘lyri Three rer Myre ae +00 SHRUBS SCL bre_ISCHOENUS orevioies Stew Seooe péottand Aves
- : ‘ < ACA mel__ [ACACIA metancxyion Btackvood, Avetland Area TYP oi {TYPHA oriental Bui Rushes, Weatiand Area
Watts Lassiandsa ena 200i BAE Iu IBAECKEA trutesoens Weeping Bagkoa __|Wet Haathy AN tul___ [XANTHORRHAEA tava. Swamp Grass Troe [Wet Heath
Natwe Lacsianga prose [4c0rrwty BAN rot _ IBANKSIA robur Swaine Banksia Wet Hath
eo" Fi Fire tect [203mm
METROSIDEROS a Fai Fico eck sOonm DON ti IQODONAEA siquetra rop Sush General
~ MEL mal] ELASTOMA melsbattrioum [Blue tongue Wet Heath
METROSIDEROS “Thomass’ IN.2. Chitstinas Tree eo 20%n
: IGROUNDCOVERS, VINES & GRASSES
METROSIDEROS "Thornas’ IN.2. Chinstnas Tree. recs 303i ale: ,
WESTRINGIA rutcosss Natio Rovorsry pape 120dmnm BLE ind_IBLECHNUM ndcum Bunawal Wweviand Arca,
WESTRINGIA zena Ovan Coastal Rosamary mga [140mm [OM crt ICOMMELINA chitursy Scunvay Woed (Genera
IGROUNDCOVERS, CLIMBERS & GRASSES ICYP pol__ICYPERUS potystachyos. Eunchy Scooc Wet Heath:
TANIA TANIGOZANTHOS “By Rea Ka7caro0 Parr Gam fred 70mm JGAH sio_IGAHINIA siabenane Swore Sedge Wet Hoth
ANIGG  [ANIGOZANTHOS “Bish Gow Kancaoo Paw a2 ew ism IMP cy _NIMPERATA cyinanca, Bladey Grass Gonorcs
ANIBS —_[ARIGOZANTHOS “Bush Surisat” Kangaroo Paw 6.3m fourgunay | 14010 LYG mic__]LYGOOIUM microprytum __|Cimbing natenhaw_{Wetland Area
ANI TT JARIGOZANTHOS “Triple “reat® IKanecusoo Pave 6.2m [rea/qroon} 209m PTE esc [PTERIORIM esculentum Bracken Fen Wet Heath
CAR app _ [CAREX appressa Cares NA WA tu PHA ous IPHRAGMITES austrats Common rood Wevand Arca
CAR ga [CARPOBKOTUS gaucescans He Face lo2m_—|pnk [140mm ISCH bre |SCHOENUS brevilotus, Spikey Sedge Wetland Area
CS ant [CISSUS antarcuca ikarcnr00 Vino 2m trean _1140mm. [TYP or___UTYFHA orientats. Bult Rushes, Welland Ares
CRioed —_[CRINUM packineudatum Seceanp Lily fo.2m_—_[wnte 110mm AN tut [XANTKORRHAEA tuva Swap Grass Trea _ [Wet Hesth
DA re DIANELLA b-evipeduncu‘ata: Flax Lily 0.2m, hue 140mm.
GRECO [GREVILLEA snp ‘Cooroara Cascaci” *Cooroora Cascada" Joan fyetow _|rzorm
HB sca [HIBBERTIA scandens Snake Ving loam fyetog, _fi4omm
ISQ.nod __|SOLEPIS “iodosa foam INA ]3.40mm
JUN ui JUNCUS usitatus (hei) INA. 440me1
Lok nys_[LOMARORA foam feraam [340mm
LOts ion [LOMANDRA ‘@ fo.2n Iowan |s20c00
LOM nya _[L.OMANOAA iengiloia "Nyala" O20 deem [440mm
MYO all IMYOPORUM alinticum: }O.2et iwi 140mm.
MYO par RAYCPORUM pardiotum }0 2en PWD 340mm
VIG hed VIOLA hadaracaa [0.20 mauve [140mm

Blackburne Jackson Design
Architecture | Landscape |! Interiors

 

Page 44

 

(Se PROPOSED ROAD PAVEMENT
=z

PROPOSED FOOTPATH

ae) PROPOSED CRITERIUM TRACK

CZ PROPOSED ARCH OVER CRITERIUM TRACK

ma PROPOSED BIO-RETENTION AND FILTRATION AREA
Xl STORAGE AREA

 

RETAINING WALL

 

 

 

PROPOSED TUBULAR FENCE
EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY BOUNDARY
COUNCIL SURVEYED TREE LINE
____________UNEOF GIRRAWEEN NATURE RESERVE
EXISTING CREEK LINE
———_— ror anrren
—— —— — _ __ to€cor garter
STORMWATER UNE
166! SPOT LEVEL
SITE DRAINAGE FLOW ARROW
* EXISTING TREE TO BE REMOVED
% EXISTING TREE TO BE RETAINED

SENIOR

SOCCER FIELD

SOCCER FIELD \ ; \ PRELIMINARY

(100 x 64m) 3 | REVISED FOR CLIENT COMMENTS lyby/10 | xk L
cc

2 | ISSUE FOR APPROVAL oato | *

 

 

rev | description appid | date
SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS PRECINCT

 

SITE LAYOUT
pay

Ep CLIENTS | PEOPLE | PERFORMANCE

46 Innovation Parkway

Kawana Business Village, Birtinya QLD 4575 Australia
PO Box 1540 Buddina QLD 4575

T 61 7 5413 8100 F 61 75413 8199

E [email protected] W www.ghd.com

 

 

CConeitions of Use: This document may only be used by GHO's cient (and any other
person who GHO has agreed can use this document) for the purpose for which i was

 

scale | 1:1500 for A3 job no. ee

. g B 0 1§ 30 45m date | JAN 2010 revno. | 3
ee
‘SCALE 1:1500 AT ORIGINAL SIZE
- approved *C COOK SK010

Plot Date: 14 May 2010-943 AM Piolted by: Alanna Hall/BirtinyaGHOVAU Cad Fite No: G\41\22387\CADD\Drawings\41-22382-eh010.d0g

Page 45

CRITERIUM TRACK

CRITERIUM TRACK

CRITERIUM TRACK

   

 

 

 

 

 

 

 

  

 

i
DESIGN SURFACE |
__— s | |
ey XX NATURAL SURFACE
SECTION
LANDSCAPE
BUFFER (10m MN}
5 g
g ;
z | | #
cay uw
(C SECTION

 

 

 

 

CRITERIUM TRACK

 

|
|

Prot Osta: 14 May 2010-9:45 AM Piotiod by; Alanna HalyBininya'GHDVAL)

(Cad File Na: GMI22382\CADD\Drawings\4 1-223824h11 t.deg,

(B SECTION

@

(KA SECTION

@

CRITERIUM TRACK

 

Q 1 20 30m
—

SCALE 1:1000 AT ORIGINAL SIZE

EENIE CREEK ROAD

PRELIMINARY

3 REVISED FOR CENT COMMENTS fg/esho | Ox
2 ISSUE FOR APPROVAL oano | ‘cc
rev dascription app'd date

SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS COMPLEX

 

 

 

 

 

 

 

SITE CROSS SECTIONS

 

=

ED CLIENTS | PEOPLE | PERFORMANCE

4-6 Innovation Parkway

Kawana Business Village, Birtinya QLD 4575 Australia
PO Box 1540 Buddina QLD 4575

16175413 8100 F 61754138199

E [email protected] W www.ghd.com

 

Conditions af Use: This document may saly be used by GHD's chent (ard any otter
parson who GHD has agtend can use th’s ¢ocumart) for the purpose for which & was
Qrepared and must not ba used by any other parson or for any other purpose,

scale | 1:1000 for A3 job no. | 41-22382
date | JAN 2010 revno. | 3

approved *CCCOK SK011

Page 46

(OH 66424 RL 124

 
     

 

JOP CH 704 12RE, 20.48,

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OATUM RL. 9.00 .
VERTICAL ALIGNMENT Asiihjm eed uit 22751
EF Ss:
HORIZONTAL ALIGNMENT “ast ates Lait 4175000 rd L=100 705
LEVEL DIFFERENCE
CUT -/FILL+ B88 2s § 8 g a8 8 gs 3 3 = 2 §
DESIGNSURFACELEVEL |Z «8 5 g 8 g g 2g g§ g #2 8 g ge 8 S
ss ao x oO: 2 2 2 8 ag ga z = =z x =
EXISTING SURFACE LEVEL [= =a 2 os 3 & & eR a as 2 2 Ss s &
ie af z 2 z 2 2 Ra g ra z z R 8 g
CHAINAGE ig 28 8 38 = 8 g gx 3 28 5 3 e 8 5
3 $5 gs 8 2 2 22 Eg 22 3 2 =. 8 =
S
a
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=
5
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3 8 &
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2 g
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5 DESIGN SURFACE a
a 5
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! . 7
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OATUM RL. 10.00 : | , :
VERTICAL ALIGNMENT a
= Guore
225. 0rn is = c m f 554 1
HORIZONTAL ALIGNMENT ian aes ke 4825 36m pos yee - [kai tra} i2e5 ‘ae be 7in ee Leds he
LEVEL DIFFERENCE
CUT FILL 5 35? $55 5 3 3 B 888 g Ran 2 8 2 28 a8 3
DESIGN SURFACELEVEL —_|E ES & 2 g 3 ge é z
csveumceva |p 38 pf: 55 3 ge 3 883 $B EE OES a af
EXISTING SURFACE LEVEL |e ag a st 2 ¢ 5 = 3 BS
eas Biz 2 ff  f FF $ 588 i s35 0 38 a8 85 8
CHAINAGE g eB 3 8 g gay g 22 2 gan = 5 2
a g e @ g 8 g 8 2 5 8 = 85 Eg . 8
g ze g z #3 B32 & z ge 8 28 5 EEE a 8 32 a8 a3

 

 

 

 

Pipl Cate: 14 May 20-@48AM Plotted by: Alanna HaNBitayayGHIVAU

Cad Fide No: G4 11223871 CADD\Drnwings\41-22382-¢k012.dw9

VERTICAL SCALE 1:200
AT ORIGINAL SZE 9 2 =~ 4. Gm
wos O20 AOU

PRELIMINARY

3 REVISED FOR CLIENT COMMENTS fyfeSfic | 2X
2 ISSUE FOR APPROVAL oso | “cc
rev description app'd date

SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS COMPLEX

CRITERIUM TRACK
LONG SECTION

 

 

 

 

 

 

 

 

=

ED CLIENTS | PEOPLE | PERFORMANCE

|

4-6 Innovation Parkway

Kawana Business Village, Birtinya QLD 4575 Australia
PO Bax 1540 Buddina OLD 4575

7617 5413 8100 F 617 5413 8199

E [email protected] W www.ghd.com

 

Conditions of Use: This documsnl may oniy be used by GHD's chant {and any other
person who GHD has agreed can ute this document) for Lna purpose for which R was
Preparad and musi not ba used by any other parson or for any other purpose,

1:200 for A3 job no. | 41-22382
JAN 2010 revno. | 3

scale
date

approved *¢ COOK SK01 2

 

Page 47

 

 

 

 

  

 

 

 

CRITERIUM TRACK UNDERPASS SECTION

OATUM RL. 13,00

TRACK GL

)

3647 di 2
‘CREST CH 4147 AL 2073

6
&
x

PCHELURL

      

EENIE CREEK ROAD

IPOH 7S9 RL 1968

— RPBDY

PO iesesAL 78

NATURAL SURFACE

DESIGN SURFACE

  

EXIST KERB INV

  

‘SAG CH 28 4 RL 17.00
PCH AMT TES

  

CRIB WALL

     

CRITERIUM TRACK

 

RETAINING WALL SECTION (CH. 455 - 495

 

SCALE 1:100

0 1 2 3m
bas

A SCALE 1:100 AT ORIGINAL SIZE
NATURAL SURFACE 0 25, 50 | 75m
SCALE 1:250 AT ORIGINAL SIZE

VERTICAL SCALE 1:50
VERTICAL SCRETS) 9g 05 4.5m
at ORAL SUE 3m 9 5 10 15m
DESIGN SURFACE

PRELIMINARY

3 | REVISEDFOR CLIENT COMMENTS |yfosfvo | ZA_
2 | ISSUE FOR APPROVAL vaio | cc

rev description app'd date

SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS COMPLEX

ENTRY ROAD
LONG SECTION

 

 

 

 

 

 

 

 

=

 

VERTICAL ALIGNMENT

 

 

 

 

 

 

 

 

 

GD CLIENTS | PEOPLE | PERFORMANCE

 

HORIZONTAL ALIGNMENT

120m

6.02}

 

An ae

 

 

 

= 16500}

1213.8?m
Resim

Rael

 

bei} gin Leteeém

 

 

 

 

 

 

 

 

Ra t6 Tim 4-6 Innovation Parkway
Kawana Business Vikage, Birtinya OLD 4575 Austraia

 

 

 

LEVEL DIFFERENCE
CUT -/ FILE +

{a6
1m
1.865
20
20

28

22

4230
j2se
Be

403
sar

178

unt
1

Am

PO Bax 1540 Buddina QLD 4575
T 617 5413 8100 F617 5413 8199
€ bis [email protected] W www.ghd.com

4.04
20
201
20

1.98

 

DESIGN SURFACE LEVEL

1958
978
19.888
+] 2ar2
20.585
2m
ne
20.105
009

19.700

19am
saz

1670

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17.90

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1522 4

18778

 

19.480
19885
2D
roast

Conditlans af Use: This document may only be usad by GHO'Ss ctiont (and any ochat
person who GHD has agreed can usa thie document) for the purpose for which ys

 

 

EXISTING SURFACE LEVEL

ae
ne
2
ag
ne 4
2%
2a
[ue
mn

 

Ze

26
at

ne

az
as

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wae
| waz
wa
188
me

prepared and must nol be used by any other person of for any ober purpose,

41-22382

2
ase
ne
waz
240

scale for A3 job no.

 

CHAINAGE

 

 

som
60.00
6144

ear

ro.

a7
e000
90.00

oes
106.54

110.00

114
000
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13000
too

 

date [JAN 2010 rev no, | 3

000
17288
120.00
$90.00
$91.9

 

 

Pick ste: 14 May 2010-9147 AM Plotted by; Alanna HawBirtinya/GHDVAU Cad Fae No: G:M1\22382\CAD Drawings \4 +-22382-813.deog,

LONGITUDINAL SECTION - ROAD 01

approved “C COOK _ §KO013

Page 48

SENIOR
SOCCER FIELD
(100 x 64m)

Prot Date: 14 May 2010-S4BAM Plotted by: Alanna Hal/Birtinya/GHOVAU

aot we q
F A x rt
PROPOSED CYCLING STORAGE AND Ped

STARTI/FINISH SHADE STRUCTURE Pe.

JUNIOR
SOCCER FIELD }
(60 x 40m)

 

 

 

 

 

JUNIOR
SENIOR SOCCER FIELD
SOCCER FIELD (60 x 40m)
(100 x 64m) "

PROPOSED ROAD PAVEMENT

PROPOSED FOOTPATH

PROPOSED CRITERIUM TRACK

PROPOSED ARCH OVER CRITERIUM TRACK
PROPOSED BIO-RETENTION AND FILTRATION AREA
STORAGE AREA

RETAINING WALL

EXISTING PROPERTY BOUNDARY
PROPOSED PROPERTY BOUNDARY
COUNCIL SURVEYED TREE LINE

LINE OF GIRRAWEEN NATURE RESERVE
EXISTING CREEK LINE

TOP OF BATTER

TOE OF BATTER

STORMWATER LINE

SITE DRAINAGE FLOW ARROW

EXISTING TREE TO BE REMOVED

EXISTING TREE TO BE RETAINED

‘SCALE 1:1500 AT ORIGINAL SIZE

PRELIMINARY

REVISED FOR CLIENT COMMENTS Mlesfro | a

ISSUE FOR APPROVAL | oato | “cc

description | app'd | date
SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS PRECINCT

SITE LAYOUT WITH AERIAL

(GHD) CLIENTS | PEOPLE | PERFORMANCE

4-6 Innovation Parkway

Kawana Business Village, Birtinya QLD 4575 Australia
PO Box 1540 Buddina QLO 4575

161 7 5413 8100 F 61 7 $413 8199

E bta1 [email protected] W www.ghd.com

‘Conditions of Use: This document may only be used by GHO's cient (and any other
person who GHD has agreed can use this document) for the purpose for which i was
prepared and must not be used by any other person or for any other purpose.

scale | 1:1500 for A3 job no. | 41-22382
date | JAN 2010 revno. | 3

approved “C COOK SK014

 

Page 49

TRACK GL
P BDY

DATOMRE 1300

Pp BOY

3

 

DATUM RL 14.00

CH 200

 

 

DATUM RL. 1400

CH ISO

 

 

 

3 | REVISED FOR CLIENT COMMENTS fy/egho | Ck

 

 

3
3
cmv — Co a PRELIMINARY

 

 

 

 

 

 

 

i. 2 ISSUE FOR APPROVAL 04/10 "cc
. 3 rev description app'd date
“| _ —_—_— —| SUNSHINE COAST REGIONAL COUNCIL
= — ee GIRRAWEEN SPORTS COMPLEX
paver . CRITERIUM TRACK

CROSS SECTIONS SHEET 1
L—~

sh Ep CLIENTS | PEOPLE | PERFORMANCE
~
—
— | |]

4-6 Innovation Parkway
Kawana Business Vilage, Girtinya QLD 4575 Australia

 

— RPBDY

 

 

DATUM RL. 2020 1 PO Box 1540 Buddina QLD 4575,
soe * sone - - : - _-- Lee 1617/5413 8100 F 61 7.5413 6199
E btat [email protected] W www.ghd.com

 

Conditions of Usa: This document may onty bo uted by GHD's client (and aity otnar
person who GHD has agrecd can usa this dooumont) for tho purpasa for which It wis
propared and must nat be usad fry ay olnar parson oF for any other purposa,

scale |1:250 for A3 job no. | 41-22382

Q 25 50 7.5m date | JAN 2010 revno. | 3

‘SCALE 1:250 AT ORIGINAL SIZE

cee - eee . . approved “CCOOK = |S GSKOI5

Prot Outs; 14 May 2010-945 AN Platine oy: Alanna HaS/Birinya/GHDVAU (Cad Fin Na: GM 122387 CADDADrawings 4122382 2015.deq,

Page 50

 

 

 

 

 

x m
DATUM RL 11.00
CH S50
3
3
» n
—_ tag
DATUM RL. 19.00
CHEN
ee mt Me n
—_. — ts
—_—_— 2
OATUM Rit. 10.00
CHAD

 

 

 

 

 

 

QATUM RL 10.00
cH am
3
3
os x a
———
_— ——— — te
OATUM RL, 10.00,
CH 350
3
3
e
tp D —
__.~ eg
OATUMRE. 11.00
CH 300

Pint Deia: 14 May 2010- 0:49 4X1 Plotted by: Alera HevBirtinya/GHDIAU Cad File No: GA IIZ2S82\CADDiDrewings\4 1-27392-61 016 cg

PRELIMINARY

3 | _ REVISED FOR CLIENT COMMENTS [y/ogfo | A
2 | ISSUE FOR APPROVAL oate | “ce
rev description app'd date
SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS COMPLEX
CRITERIUM TRACK
CROSS SECTIONS SHEET 2

=

ap CLIENTS | PEOPLE | PERFORMANCE

|]

4-6 innovation Parkway

Kawana Business Village, Birtinya QLD 4575 Austrasa
PO Bax 1540 Buddina QLD 4575

76175413 8100 F 617 5413 8199

E [email protected] W www.ghd.com

 

 

 

 

 

 

 

 

 

Conditions of Use: Tris document may only be used by GHU's dient (and any other
parton who GHD has agresd can use thia document] for Ure purpowe for wich il was,
prepared and mus! act be utod by any other person oF for uny othor purpose.

scale |1:250 for A3 job no. | 41-22382
0) 25) 50 75m date | JAN 2010 revno. | 3

cl ll
approved “C COOK SK016

‘SCALE 1:250 AT ORIGINAL SIZE

Page 51

 

TRACK CL
RP BOY

 

 

 

 

 

 

 

 

 

DATUM RL 20.00
CH oO
—
OATUM Re. 1800
CH 750
g
ge
_ z
te < 3s
~,
DATUMRL 14.00
CHT
a:
Bo 8
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or st the
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DATUMR.L 13.00 4 -
CH ESO
— —__ x '
8B 1
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I 3
ry
mn * tay
t
OATUM RL 12.00
CH 600

Phot Oats: 14 May 2010-849 AM Plotted by: Atznna Hal/Bianya/GHOVALS

Cad File No, GMA1ZZ3B7ACADD Drawings \4 1223826017 .0g,

PRELIMINARY

3 REVISED FOR CLIENT COMMENTS lyfogto | AA

 

 

 

 

 

 

 

2 ISSUE FOR APPROVAL 4/40 “cc

rev description app’d date
SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS COMPLEX

CRITERIUM TRACK
CROSS SECTIONS SHEET 3

Ep CLIENTS | PEOPLE | PERFORMANCE

4-6 Innovation Parkway

Kawana Business Vilage, Birinya QLD 4575 Austratia
PO Box 1540 Buddina GLO 4575

16175413 B100 F 61 75413 8199

E [email protected] W www.ghd.com

 

 

Cond.tione of Use: This document may anly 26 used by GHD's cient {and any olor
parcon who GHD fas agreed can use this document) for Ine purposa for which it was
prepared snd must not ba used by any other person of Sor arty other purpose,

scale |1:250 for A3 job no. | 41-22382
9 25), 50 | 75m date | JAN 2010 tevno. | 3

em
approved “CCOOK SK017

 

SCALE 1:250 AT ORIGINAL SIE

Page 52

— RPBOY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

——
_
—_—_
DATUM RL 20.00
an - 4 — De .:
PRELIMINARY
; 3 REVISED FOR CLIENT COMMENTS fufasfro | JA
g, 2 ISSUE FOR APPROVAL oato | -cc
oo eet — rev description app'd dale
eee SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS COMPLEX
CRITERIUM TRACK
aTUM RL 2000 CROSS SECTIONS SHEET 4
ED CLIENTS | PEOPLE | PERFORMANCE
— Rael
—— ee 4-6 innovation Parkway
Kawana Business Vilage, Binlinya OLD 4575 Australia
PO Box 1540 Buddina QLD 4575
1617 5443 8100 F 61 7 5413 6199
E btatmall@ghd,com W www.ghd.com
PATUM RL 200 . _ . oe Conditions of Uso: Thia document may Only D8 used by GHD'S ctient (and any other
parson who GHD haa agreed con uss inis document) for Lne purposp for which it wis
CH ED . prepared and oatl nol be ured by any other parson or for any other pucpase.
scale |1:250 for A3 job no. | 41-22382
9 25° 50 | 75m date | JAN 2010 revno. | 3

 

al

. , SCALE 1250 AT ORIGINAL SIZE .
SK018

Pick Date: 14 May 2010-950 AM Pintted by: Alanna HalvBirtays'GHOVAU Cad Fae No: GMNZZIBACADOWDeawings\41-27582-01018.00g

Page 53

EENIE CREEK

| ROAD INV

Plot Data: 7 May 2010 -4:25 PM

Plotted by: Brett M. Johnson

 

 

 

 

  

 

 

(EN SECTION
Loo] SCALE1 20
|__CRITERIUM TRACK |
ee
ee
an — . | |
es
(0 -\ SECTION
SCALE! 2
x
uw
Fra
o a
Lu
z |__CRITERIUM TRACK
Lu
lu

EENIE CREEK

| ROAD INV

\
|

 

Cod FiaNa: GM 12730 2°CADD Drawings 1-22582-chO4 1 cdg

SECTION

SCA.E1 “0

  

 

CRITERIUM TRACK

 

(8 SECTION
Ke J cones an

 

 

CRITERIUM TRACK 1

 

(K™ SECTION
Loo] SCMLET 20

  

   
   

0 25 5.0 75m

(el

SCALE 1-250 AT ORIGINAL SIZE

PRELIMINARY

 

 

A ORIGINAL ISSUE

 

 

 

 

rev description appd date

 

SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS PRECINCT

SITE SECTIONS
NORTH

 

=

Go) CLIENTS | PEOPLE | PERFORMANCE

eel

46 Innovation Parkway

Kawana Business Village, Birinya QLD 4575 Australia
PO Box 1540 Budding QLD 4575

T61 7 5413 8100 F617 64138199

E [email protected] W www.ghd.com

 

     

Conditions of Use: This ly bm used by GHD's client (and any othar

 

person who GHD has egress document for the purpose far which it wat,
prepared and mutt nat be u! er person or for ary other purpose,
scale |1:250 for A3 job no. | 41-22382
date | APRIL 2010 trevno. | A

 

approved. ...... re . SK031

Page 54

 

PRELIMINARY

 

 

 

 

 

Tev description app'd date

 

 

 

SUNSHINE COAST REGIONAL COUNCIL
GIRRAWEEN SPORTS PRECINCT

SITE LAYOUT
NORTH

 

CLIENTS | PEOPLE | PERFORMANCE

@)

48 Inno’ Parkway
Kawana Gusinees Village, Birtinya QLD 4575 Austratia
PO Box 1540 Buddina QLD 4575

1617 5413 8100 F 61 7 54136189

E biatmeliggghd.com W www.ghd.cam

eeFt

 

Conditions of Use: Thiz document may only be used by GHO' chiont (and any other
parson who GHO has agreed can use this documend for the purpose for which it was
prepared and mutt nct be used by any other person ox for any other purpose.

scale ]1:250 for A3 job no. | 41-22382
date | APRIL 2010 revino. LA

 

Page 55

 

ES,

RE CRI

MOONA

 

ip ign
ee
1 LS
1

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p Wr
4

PF y Mm

ER

DN150 Water frain Extension Along

Langura St - 440m
Le a i

fr

Oh i
AX ig
Ng

»

s f LS”

 

 

 

 

 

 

 

 

 

 

 

LEGEND Girraween Sports Precinet Job Number | 41-22382
° ‘0 20 — . \ P
== Detailed D Revisiol A
— e Existing Water Mains (mm) =a ait esign vate 419 March 2010
< 100 mm 200-225mm 7 450 - 600 mm
Map Projection: Universal Transverse Mercator 100 mm 250 mm oe > 600 mm aol Girraween Sports Complex .
Honzontl Oat: Gescennic Daum of Aura 1804 150mm emma 300 - 375 mm Water Main Extension Figure 1

 

NAAUBitinyalProjects\41\2238 216 lsWiapinto\Water Service Extension wor
© 2008, While GHD has taken care to ensure the accuracy of this product, GHD and SCRC, make no representations of warranties about its accuracy, completeness or sutabi
(whether in contract, tort or otherwise) for any expenses, losses, damages andor costs (including Indirect or consequential damage) which ara or may be incurred as 2 resul

SCRC Noosa GIS Data, March 2010. Created by: 1 Glass

6 innovation Pky Birtnya OLD 4575 Austalia 1 61754138100 F 61754138189 € [email protected] W www.ghd.com.au
y particular purpose, GHD and SCRC cannot accept lability of any kind
oduct being inaccurate, incomplete ar unsuitable in any way and for any reason.

Page 56

MODE
DESIGN

 

ANNONA OBO)

       

“S=S= PROPOSED CLUBHOUSE

         

sre

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tf ep
cf
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DRAWING LIST:

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!

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f LOCATION PLANS SK 000
SITE PLAN SK 001

GIRRAWE EN “SP ORTS. PRECIN CT. ; ---—FLOOR PLAN= UPPER +_$K 100

ee

ih

TW IZA TE,
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2 COL COU UID UUROTUY.

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is

     

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BES AS pe eT ror car ng
St! ae q ST hone et HEU ee SK 200
nS: | Jo mT pea), ee
WT ds 32 10] DER: LV ee earth) Soe
TH. SUNSHINE COAST REGIONAL COW:N:Gle=; ie ser) © ss
Toe Tas a So pa _ SD VIEWS - (SHEET2) ©), _ SK 501 .
Sy hy bt - I ak “Te L. : ~ 30 VIEWS - (SHEET 3) Fe Sk502
| 270 TI i te | -
a rot a om “ms

 

 

/  ISSUE:...- ss PRELIMINARY SKETCH DESIGN oS
ISSUE B - 27th APRIL 2010

SKETCH DESIGN ISSUE

Sunshine Coast

™ PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT . Suite 2/9 Capital Place Birtinya QLD 4575 EON Roum NRT csc et
PRELIMINARY SCHEMATIC DESIGN PROPOSAL PO Box 111 Moffat Beach QLD 4551 vas eae
Tel +61 75437 8574 Fax +61 75437 2716 .
E-mail [email protected] See

DRAWING No: COVER

base designs a Tolars are t-e copvrigt? of Mode Design Cora Pty te ana con ol be repronuced wibiout written sernussiony Brishane Sunshine Const Sydney Darwin Gold Coast

 

www.modedesign.com.au

Page 57

 

 

eas MODE
/ Dy SA (ch)

MANNER METHOD FORM

 

 

SUBJECT SITE

 

 

 

 

           

LOCATION PLAN 3 SITE PLAN - CLUBHOUSE & FIELDS
N.S. | SCALE 1:1500 SKETCH DESIGN ISSUE
RRS Lua OUSE Choate SPORTS PRECINCT errs

 

E-mail [email protected]

scale 1:1500

 

ang

www.modedesign.com.au

Page 58

 

           
 

FEILD - RL 16,560 FEILD ~ RL 16.670

 

 

FEILO ~ RL 16.670

 

FEILD - RL 16.670 FEILO - RL 16.670

 

 

 

   

 

 

 

 

 

 

 

        

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SPECTATOR ZONE __ arr) LANDSCAPE
a QOTPATH
CH "
| tA KIDS PLAY AREA TERRACE
Vapi 1 $ — — § — — 4 — — 9 ~~ 9
J ! —"
TIS CLUBHOUSE we
FFL 20.000
T ae oe
I 1 _FERRACE

 

 

 

 

SPECTATOR ZONE = s  *

vy

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
|
FEILD - RL 19.600 FEILD - RL 19.600
|
|
|
! ! . LANDSCAPE
4
| CARPARK -
| f RL 19.450
|
i | -
| 4
i _ |
|
SITE PLAN - CLUBHOUSE & FIELDS
“ SKETCH DESIGN ISSUE
Sunshine Coast
® PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT OIRO RLM §=PROJECT No: 09486 SSC
PRELIMINARY SCHEMATIC DESIGN PROPOSAL 0 § 10 15 20 fe B08 Teele eae cee eee DATE: 27.04.2010
Ui td E-mail [email protected] iota 1:500 @ A3

Seale 1:500 DRAWING No: SK 001
These. dasignsaad plans ars4:-9-coprrighi of Made Design Coup. Ply Lig-ans con-ot be reproduces-titroumeritien permissar ~ Brisbane Sunshine Coasr «Sydney = Daiwiry Gata Caast

www.modedesign.com.au

 

Page 59

MODE
>) tI TcIN

MANNER METHOD FORM

               
   

SHIPPING CONTAINERS

ny ay
N\\\
AKA

fl
Il

      

 

TU

Ze
MTEL
TTT —

REFERENCE IMAGES
ARCHITECTURE

™ PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT PROJECT No; 09486 SSC
RELIMINARY SCHEMATIC DESIGN PROPOSAL

DA Pape eet)
SCALE:

DRAWING No: SK 003

www.modedesign.com.au

Page 60

paaen . a seis renee egestas poe pp Ji oan RN ote ee . re eo ett i eee eset ae

 

2 P OP ®

9.600 ; 9.600 |
4.800 4e00 |, 4800 4.800

 

 

 

 

 

 

 

 

 

 

LOWER AELD (ATHLETICS & SOCCER)

FEILD FENCE
|

DISABLED RAMP - 11:14

oo OBES alo of

UNE OF ROOF OVER

UPPER FEUD (SOCCER)
|

TO CARPARK

|

FLOOR PLAN - UPPER LEVEL Pimms
SCALE 1.200 aa DESIGN ISSUE

 

 

 

Sunshine Coast
&@ PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT Suite 2/9 Capital Place Birinya QLO 4575 | SRTOMROIM GSS
PRELIMINARY SCHEMATIC DESIGN PROPOSAL 0 2 4 6 8 PO Box 111 Moffat Beach OLD 4551 By Ama
Tel +61 7 5437 8574 Fax +61 75437 2716
A a | E-mail [email protected] Seas: MENG me
scale 1:200 CRATING Seco
Thase.designs and plans are the. copsrigt! ol Mode Design Corp Ply Lic one canaat ka raprocuced wilnou! wile sermiseion Brisbane Sunshine Coast Sydney Darwin Gold Coast

 

 

 

Page 61

 

 

9.00

 

 

PS PSP 8 ®

9.400

 

MODE

DESIGN

MANNER METHOD FORM

 

 

 

4800 4800

 

 

4800

4800 4800

 

 

 

FEILD FENCE

LOWER FIELD carulenis & SOCCER)

|
|
|
| |

To [oe
| |

 

   
 

 

|
4 ‘ ae

4

  

 

 

 

 

 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

f SS

1 CHILDREN PLSYgRODND ZONE
| vos

4 “ m™

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

        
   

|

OFFICE B
10 {us
i. GSA)

 

 

 

 

 

SEUSS 8
ace

CLUBHOUSE OVER |

 

 

 

UPPER FIELD (SOCCER)

 

 

FLOOR PLAN - LOWER LEVEL

SCALE 1:200

® PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT

PRELIMINARY SCHEMATIC DESIGN PROPOSAL

 

Thase designs avd plars are tne copytigh of Mode Design Corp Ply Le ea car oi’ Be reprocuced iow wily penmissiony

FEILD - RL 19.600

         

 

9 2 4 6 8

scale 1:200

Brisbane

 

vila df
Ve !
SKETCH
f
WoW fy
Sunshine Coast
Suite 2/9 Capilal Place Bintinya QLD 4575
PO Box 111 Moffat Beach QLD 4551
Tel +617 5437 8574 Fax +61 75497 2716
E-mail [email protected]
Sunshine Coast

Sydney Darwin Gold Coast

www.modedesign.com.au

DESIGN ISSUE

4800

 

      

PROJECT No: 09486 SSC
ays 27.04.2010
SCALE: 1:200 @ AB
PEI CR Ores) MeL)

Page 62

MODE
>) TeX

MANNER METHOD FORM

 

 

|
Bier ee ee FFL16.800/

 

2900 1299 4800 1 209 2400 49001209 3600, 2900,

2900 ,__ 3600 be! 4g00 2400 1200, 4800100, 2900, +
ELEVATION - NORTHERN ELEVATION - SOUTHERN
SCALE 1:200 SCALE 1:200

 

 

 

4 800 4800 4800 4800 4800 + 4800 Sy FFL 16,800

ELEVATION - EASTERN -

mi

TELLTELLELLO |

SERRE REE REE

4
i

 

 

 

 

 

    

k 4800 + 4800 4 4800 y 4800 _% 4800 i 4800 4 4800 P 4800 " 4800 L 4800 tL 4800 ' 4800 +
ELEVATION - WESTERN
SCALE 1:200 SKETCH DESIGN ISSUE
® PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT Suite 2/ 9 Capital Place Birt he ee
Oo _2 16) 6 56 Darr eras es se ee ie

PRELIMINARY SCHEMATIC DESIGN PROPOSAI
(iii) td E-mail [email protected]

www.modedesign.com.au

 

Page 63

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          

 

 

 

 

 

 

 

 

 

 

     

    

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Thase desion: a dans are. t-s rapyrigh of Mode Dasiga Tarp Cyd ors at Re repremeneritenes wean pamussion

as | 2
UPPER FIELD | | ' a| =
(SOCCER) | CLUBHOUSE ' s| 2| >
| ' | =| ~
| | |
i} ___ffl.20000 UppERLeVE) oto de
——— TW FFL 19.600 “(UPPERFIELD). ef 7
f 3
| LOWER FIELD =| =
| (ATHLETICS & SOCCER) =
I _.FL.16800 QOWER LOE).
F “FAL 16.670 (LOWER FELD)
I '
|
1 I
| (
| ®) !
| 2.900 L 3.600 1200 | 4800 _ 2400 1200 1 4800 1200} 2900 |
7 7 4 7 4 7 7 {
gi | I ! bo bo 3
eI | | ! | | \ &
al ‘ ic
al \ | | | =
a \ ' ! Is.
Tome a | ee pot Se Sap
=! = t Ia oO
Soe [ote fe a np pe fe —-—
To oo PT i an en nn I
SPECTATOR ZONE we ee iF ' * g
UPPER FIELD o || 20 FTSHPPPING I | | | gl =
(SOCCER) ! CHANGEROOM1 =& || CONTAINER il | | S| a
“of (BEYOND) I “
oe wn LOI | | \
7 It ;
se sss a
== == Mig meee peepee pT S00 PEER FELD ) ---B\—J--- = =
weer | = : mori neeeeeeny epee ee e
' { | mL r | | SPECTATOR ZONE o
{ : : 7 ‘ : ' s
20 FI SHIPPING — — — = | | i LOWER FIELD s| =
1 CONTAINER tiles ‘ =
| | (BEYOND) i 4, i (ATHLETICS & SOCCER) S&S
vee Moo Loe mito 00 tower tere) —
| | T ——S “FAL 16.670 (LOWER ELD)
I I | | | | 1
SECTIONB | | | i
;
r ' SCALE 1-100 | bo SKETCH DESIGN ISSUE
Sunshine Coast
© PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT Suts 2/9 Copal Place Gitinya GLO 4575 | ROME MENS
PRELIMINARY SCHEMATIC DESIGN PROPOSAL 1 2 3 4 PO Box 111 Moffat Beach QLO 4551 | prvi, ane
es Tel +61 75437 8574 Fax +61 7 6437 2716 ~
scale 1-100 E-mail [email protected] ic

 

Brisbane = Sunshine Coast «= Svdiney = Darwin Gold Coast

 

 

_ OUATGre cestst amen icll}

 

 

Page 64

fal -Miiloreme lol -ler-yereler many

OLLVWSHOS AYYNINITS 8d
- JSNOHEMND GaSOdO'd a

WSOdOud NOISSC

LONIOSYd SLHOdS NSSMVHHID

~
~
m
ml
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m7

@ MANA WIY3V - IALOSdS¥3d OE

WaOd GOHLIW YAINNVW

 

Page 65

MANNER METHOD FORM

 

3D PERSPECTIVE - AERIAL VIEW 2

 
 
   
   

™ PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT Suite 2/9 Ca tinya QLD 457 [oN se Mtr Ese
RELIMINARY SCHEMATIC DESIGN PROPOSAL By oe ot ‘8°! Ba 27.04,2010

a on

DRAWING No: SK 501

www.modedesign.com.au

Page 66

 

 

 

 

 

 

 

 

 

 

 

3D PERSPECTIVE - LOWER FIELD VIEW 2

 

 

 

3D PERSPECTIVE - UPPER FIELD VIEW 4 = SKETCH DESIGN ISSUE

By Say 27.04.2010
eres
DRAWING No: SK 502

™ PROPOSED CLUBHOUSE - GIRRAWEEN SPORTS PRECINCT @ 2/9 Capital Place Birtinya QLD 4575 ASTON Soka
RELIMINARY HEMA EF R SA doltat beac! PS

 

www.modedesign.com.au

Page 67

 

YY]

TT 0

nD

tt LA

| A
|

LL

 

 

SD PERSPECTIVE-ENTRY SKETCH DESIGN ISSUE

IMINARY SCHEMA IGN PROPOSAL POIBOX 111 -Motiat. Besa) Oe ae 27.04.2010
t . f SCALE;
DRAWING No: SK 503

 

Page 68

 

aa

 

GIRRAWEEN SPORTS PRECIN

PRELIMINARY SPORTS FIELD LIGHTING

CT

)\

 

 

 

 

 

=

PB TO SUIT UP TO 10 OMLY

MVPSO? LUMINAIRES.

Mig POLYGONAL POLE POLE

AND ACCESSORIES TO BE HOT DIP
GALVANISED AFTER FABRICATION

  
 

FLUSH FITTING ACCESS DOORS TO
HOUSE LUMINAIRE CONTROL

a_i (ED AND GROUTED To
HIGH STRENGTH FOUNDATION BOLTS

 

 

TYPICAL ATHLETICS FIELD POLE DETAIL

 

 

ae +

eT TO SUIT UP TOS ONLY

MVPSO7 LUMINAIRES

a POLYGONAL POLE POLE

AND ACCESSORIES TO BE HOT DIP
GALVANISED AFTER FABRICATION

FLUSH 'SS DOORS TO
House ONTROL GEAR

BASEP| (ED AN GROUTED TO
vets

FOUNDATION BOLTS

         

 

 

4 Erase ronATEN Cane cast
K INT CONCRETE FOOTING IN
TYPICAL, (CONFIRM WITH
SOW TEST)

 

 

 

TYPICAL SOCCER FIELD POLE DETAIL

LEGEND

 

Tr TS
= SUUX~ 4 LUX

 

 

 

 

Aimy

LUMINAIRE DETAILS

OPTIVISION, AN ASYMMETRIC LUMINAIRE FOR DOWNLIGHTING THAT
COMBINES COMPACTNESS, VERY HIGH EFFICIENCY AND EXCELLENT PILL
LIGHT CONTROL. THE LIMITATION OF GLARE AND UPWARD LEAKAGE OF
LIGHT IS SECURED BY ASYMMETRIC OPTICS THAT ACHIEVE A MAXIMUM
INTENSITY AT 60° AND A SHARP CUT-OFF OF LIGHT AT 80°

 

 

 

 

CALCULATION SUMMARY
[cae

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4 WX» 3 LUX

| 3 2UUK = LUX

 

 

     

 

 

P2_ PRELIMINARY ISSUE REVISED 07.05.10 MB. KG.

Pi PRELIMINARY ISSUE 0705.10 4B. 7
Se av ae

 

     

a

CONSULTING E.ECTRICAL ENCDEERS MECHANICAL CONSULTANTS, LIHTING CONSULTANTS
TECHWCLOGY SOMSULTANTS COMMUNICATIONS COKSULTANTS

mia

  

a
EMAL tamed ettauaralla ccm

Sunshine Coast

Regional Council

 

 

 

 

‘CALC TYPE MAK Tain
ATHLETICS INFIELD eS 7525 1 wa 059
ATHLETICS TRACK TLLUMINANCE Tx z 266 co 070 1) sates
SOCCER FIELD A TELUMINANCE tx 702 | Be 5, 082 as ome bins & ' :
‘SOCCER FIELO 8 TLUMINANCE ux was |_| we Yt DATE NTS MW. MB KG,
‘PprOeeT WG NO SION ONSET
LUMINAIRE SCHEDULE J303B = ESKO1 P2 1
‘SvMBoL | ARRANGEMENT | LUMENS | UF
7 2m [Ww SINGLE ___| 220000 | 0750 | STATUS
ATES eo eee tM | SINGLE zz0000 | 0.750 PRELIMINARY
= aN SINGLE [arse |
SOCCER FELD 8. = % = E eenee [750 | CONE DT TUE FO PADI DL NORIO war
(GekcahaTeanrtin actus ken se a2 tas
a

 

Page 69

 

 

GIRRAWEEN SPORTS PRECINCT
EARTHWORKS CONTRACT
SUNSHINE COAST REGIONAL COUNCIL

 

DRAWING INDEX

 

 

 

 

 

Sheet Number. Sheet Description.
12106 C001 LOCALITY PLAN AND DRAWING INDEX
12106 C002 EXISTING FEATURES PLAN
12106 C003 EROSION AND SEDIMENT CONTROL PLAN
12106 C004 SITE LAYOUT
12106 C005 TYPICAL SITE SECTIONS
12106 C006 TYPICAL SECTIONS AND STORMWATER SETOUT TABLE
12106 C007 BIORETENTION POND AND INFILTRATION SWALE SETOUT PLAN
12106 C008 ROAD 01 SECTIONS AND SETOUT PLAN
12106 C009 SITE FRONTAGE BUND SETOUT
| 12106 C010 CARPARK SETOUT PLAN
12106 C011 SPORTS FIELD SETOUT PLAN
12106 C012 TRACK 01 LONG SECTION - SHEET 1 OF 2
12106 C013 TRACK 01 LONG AND TYPICAL SECTIONS - SHEET 2 OF 2

 

 

 

By the signing of this statement | deem to certify all drawings in this contract/project as listed in the
drawing index, shown on sheet C001, as being in accordance with the Project Objectives.

 

 

PROJECT REVIEW TITLE:

DATE: / / 2010

SIGNED:

 

ENGINEERING CERTIFICATION

In the effect of Section 115 of the Professional Engineers Act 2002, the professional engineering
services in the areas of engineering required for this project have been carried out by or under the
supervision of registered professional engineers who are registered under the Act in respect of the
areas of engineering.

| certify that the design meets the requirements of all relevant Council Policies, References,
Standards, Planners and Design Instruction, Code of Practice, Guidelines, and Brief/Functional
Specifications.

 

 

 

 

 

 

 

Manual of Uniform Traffic Control Devices

CFO OHS

NOTE: ALL SIGNS & LINE MARKING TO BE IN
ACCORDANCE WITH THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES.

 

LOCALITY PLAN

NOT TO SCALE

MAP SECTION REPRODUCED WITH PERMISSION OF UBD. COPYRIGHT

UNIVERSAL PUBLISHERS PTY LTO 0G 07/08

 

 

 

 

 

 

 

SERVICE LOCATIONS

 

 

 

 

> ) AL

BEFORE YOU DIG

  

 

ENERGY SERVICE PROVIDERS

NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS, LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION PHONE DBYD
SERVICE LOCATIONS ON 1109 FOR DETAMS.

 

 

 

 

PLEASE CONTACT THE SCRC'S

 

 

  

 

 

Personal Protective
Equipment
HEAD

eves
EARS

HANDS

reer

SAFETY OFFICER
Ph: (07) 5475 7347
Mobile: 0417 781800

PRELIMINARY
NOT FOR CONSTRUCTION

 

cp CLIENTS | PEOPLE | PERFORMANCE

Pastoway

61 7 5413 8100 F617 S413 6199
E bia tmaagighs.com W www.ghd.com
GHO Job No. 41-2382

 

Designed 8 JOHNSON

 

 

 

 

 

 

 

 

 

 

SIGNED: MANAGER TRANSPORT & ENGINEERING SERVICES It is the responsibility of the Foreman to ARBORIST PRIOR TO ANY Fax:(07) 5475 7303
come be eink ani ates CONSTRUCTION FOR ADVICE ON TREE Internal mail: DNO1 gee ey [eee 0
/ ; ; ascertain the exact location p ROOT PROTECTION IN THE VICINITY z
RPEQ No.: 6681 (Brian Peebles) DATE: ! / 2010 services prior to construction. RARER RAGC AR OF THE WORKS TO BE CARRIED OUT. Neoow Len nag uleche 1
E Project Number
. Pemno| STMT? ~_] TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS 13106
e (AHD) RL] 24.204 DESIGN SERVICES (NORTH) S un sh ine Co ast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT
Al B SURVEYED| SCRC Nambour Office . LOCALITY PLAN AND Drawing Sheet No.
A DRAWN, Teckel Base Settee Cone ides Coe Romeo aD AB egional Council C001
Rv DATE REVISIONS REC. APPR. | CHECKED Nambour ph.(07) 84756501 fax (07) $441 5338 DRAWING INDEX

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 70

 

     

  

            

  

ROD @s1n09977

STN9903 cnet
gene \

ae

&

=
=
ea

STN99975

15
Bey

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\
N\
N\
\ LEGEND
a STN99976 \
— EXISTING PROPERTY BOUNDARY
—— . —— - ——__ PROPOSED PROPERTY BOUNDARY
——— — ————_ GIRRAWEEN NATURE RESERVE
% — ——  — = _—_ COUNCIL SURVEYED TREE LINE
\ — — ——— —__ERISTING CREEK LINE
sw — sw — —— EXISTING STORMWATER LINE
) er He EXISTING ELECTRICITY (UG)
\;,
J SURVEY STATION SETOUT
AR
% i STN | EASTING | NORTHING| R.L. | OESCRIPTION
/ 9903 | $09084.430 | 7078746.059| 15.533 STN
<2 I / 9941 09171365 | 7078613.933 | 13.247 PEG
STN99979 A 1 997% | 509310.072 | 7078804.797| 20.089 NC
a 2
yp / 99975 | 509092.199 | 7078727.261| 13.619 NC
J 5 oi 99977 | $09297.077 | 7078755.927| 24.294 BM PKT
7 8 a 99978 | $09414.185 | 707869%.810 | 26.797 PEG
% y 4 99979 | So9392.5m1 | 7078596.192 | 23.113 PEG
99980 | 509285.933 | 7078529.025| 19.099 PEG
Z Ww
oe
am PRELIMINARY
NOT FOR CONSTRUCTION
GD CUENTS | PEOPLE PERFORMANCE
net.
47 Kasans Businoss Vitago, Sirunys O10 4575 Austroua
PO Box 1549 Buddira GLO £575
7 Tafuaeereyenom —/
ZF” GHD Jove 4122382
ca Orann 8 JOHNSON Designed 8 JOHNSON
PSMNo} STN99977 . — o. 615 30 4m Ona
(AHD)RL| _RL24.294 \ VY. a FG — toms mem) [Cham RAN [a
SURvEYED| ScRC ' | Scata 1-750 @At Aver a 1
= _ oa 1yfospo
DRAWN TRAI OR Projet Number
c CHECKED SGN SES S hi C t EENIE CREEK RD - NOOSA HEADS 121 06
Al g ROIEGT REVIEW Nambour Office uns ine oas GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CON a
A ENG. CERTIFICATION] eek eee eT i 4560 jtRegional Council - “
Ril DATE REVISIONS REC. APPR. RPEQ No} 6681 (Brian Peables) Nambour ph(07)5475.6501 _tax.(07) 5441 5338 EXISTING FEATURES PLAN C002

 

 

 

 

Page 71

 

LEGEND

 

en
ae
we

SITE FRONTAGE BUND

PRELIMINARY
NOT FOR CONSTRUCTION

Gp CLIENTS | PEOPLE | PERFORMANCE
' — Pansy:

Kawang Busanass Vilage, Bitten OLO 4575 Autre
PO Bax 1940 Buccina O10 4375

TOT 7 $413 6100 #617 5413 6199

bin tegatana com W www gh core

GHD Job No. 41-22387

 

 

‘Drawn B JOHNSON ODosigned 8 JOHNSON
etre RS en OK

Anproved gore Roe
1

 

 

 

 

 

 

 

PROPERTY BOUNDARY

‘SEDIMENT FENCE

STORMWATER PIT ANO PIPES
TOP OF BATTER
TOE OF BATTER
EXISTING STORMWATER LINE

EXISTING ELECTRICITY

 

CONSTRUCTION ACCESS SEDIMENT TRAP

CATCHPIT/FIELO INLET PROTECTION

 

 

 

 

 

 

 

                                

SITE FRONTAGE BUND

 

EROSION & SEDIMENT CONTROL

Sedimentation Contrals shall comply with
the requirements of,

 

Sunshine Coast Regional Council, November
2008. Manuat for Erosion and Sediment Control,
Version 1.2

 

 

 

SILT AND EROSION CONTROL

1. GENERAL

1.) SEOIMENTATION CONTROLS SHALL COMPLY WITH THE REQUIREMENTS OF SUNSHINE COAST REGIONAL COUNCIL,
NOVEMBER 2008. MANUAL FOR EROSION AND SEDIMENT CONTROL, VERSION 1.2. WORKS STANDARDS REFER TO
“CONTRACT STANDARDS FOR EROSION AND SEDIMENT CONTROL ON CONSTRUCTION SITES."

1.2. TAKE ALL REASONABLE AND PRACTICAL MEASURES TO PREVENT OR REDUCE HARM TO THE ENVIRONMENT AS SET
OUT IN THE ENVIRONMENTAL PROTECTION ACT [CURRENT VERSION). THE MANAGEMENT OF EROSION OF THE SITE
AND ITS SURROUNDS AND THE TRANSPORTATION AND DEPOSITION OF SILT IS THE RESPONSIBILITY OF THE
CONSTRUCTOR AND ALL INVOLVED WITH THE PROJECT.

13 NO SITE WORKS TO COMMENCE UNTIL APPROPRIATE EROSION ANO SEDIMENT CONTROL HAS BEEN PROVIDED.

1.4 THE WORKS SHOWN ON THIS PLAN ARE FOR THE TEMPORARY CONTROL OF EROSION DURING THE CONSTRUCTION
AND ESTABLISHMENT OF ACCEPTED GRASS COVER (70%l. THE REVEGETATION AND REHABILITATION WORKS ARE
TO BE UNDERTAKEN AS SOON AS PRACTICALLY POSSIBLE.

THIS MANAGEMENT 10 BE ADDRESSED:

A} OURING CONSTRUCTION
PROVIOE AND MAINTAIN TEMPORARY CONTROLS FOR ALL ACTIVITIES WHICH POTENTIALLY COULD RESULT IN
EROSION OR SEDIMENTATION FOR RAINFALL EVENT.

B) PRIOR TO PRACTICAL COMPLETION
PROVIDE AND MAINTAIN LONGER-TERM MEASURES TO MINIMISE EROSION AND SEDIMENTATION, TO AND FROM,
THE COMPLETED WORKS. THE FINAL NATURE AND EXTENT OF THESE CONTROLS WILL BE AGREED WITH THE
SUPERINTENDENT.

C] SILT AND EROSION CONTROL DEVICES ARE TO BE REMOVED WHEN SATISFACTORY GRASS COVER {70%} HAS
BEEN ACHIEVED.

15 CLEARING OF VEGETATION TO BE KEPT TO A MINIMUM AND LIMITS OF CLEARING AND NO GO ZONES TO BE
CLEARLY MARKED.

1.6 ERECT SILT FENCES IN ACCORDANCE WITH IPWEAQ STD OWGS D-0040 AND 0-0041 TO ENSURE STORMWATER
RUNOFF FROM DISTURBED AREAS iS FILTERED PRIOR TO DISCHARGING DOWNSTREAM OF THE CONSTRUCTION SITE,

1.2 PROVIDE SILT FENCE DOWN GRADIENT OF ALL STOCK PILES, BUT NO CLOSER THAN 2m TO TOE.

1.8 CONSTRUCTION WORK TO BE STAGEO TO MINIMISE EXPOSURE OF DISTURBED AREAS.

1.9 STOCKPILE SITES TO BE LOCATED A MINIMUM OF 50m FROM WATERCOURSES,

4.10 WITHIN SOm OF WATERCOURSES, TRENCH EXCAVATION MATERIAL TO BE PLACED UP GRADIENT OF TRENCH.

4.4 WORKS ON SLOPES GREATER THAN 10% SHALL HAVE SPECIAL MEASURES TAKEN TO MINIMISE EROSION RISKS
(e.g. EROSION CONTROL BLANKETS, MULCH, TURF etc.}

112 ALL SURPLUS WASTE TO BE REMOVED FROM SITE AND DISPOSED OF ACCORDINGLY.

4.13 REGULAR MAINTENANCE OF STRUCTURES IS AN ESSENTIAL PART OF EFFECTIVE EROSION ANO SEOIMENT CONTROL.
THESE STRUCTURES SHOULD BE INSPECTED AT LEAST WEEKLY DURING ORY WEATHER AND AFTER EVERY STORM
EVENT THAT CAUSES RUNOFF.

fk LANDSCAPING TO BE IN ACCORDANCE WITH THE SUNSHINE COAST REGIONAL COUNCIL TREE PLANTING ANO
LANDSCAPE GUIDELINES.

2. DUST SUPPRESSION
2.1. THE CONSTRUCTOR IS TO ENSURE THE SUPPRESSION OF DUST AT ALL TIMES DURING CONSTRUCTION.
ACCEPTABLE METHODS OF DUST SUPPRESSION INCLUDE:
® MINIMISE AREA OF DISTURBANCE
© WATERING
© REVEGETATE DISTURBED AREA
© MULCHING

VEGETATION MANAGEMENT NOTES

1. GENERAL
1.1 NO CLEARING OF THE SITE IS TO COMMENCE UNTIL APPROVAL TO PROCEED HAS BEEN GIVEN BY THE
SUPERINTENDENT.

1.2 ALL TREES TO BE REMOVED SHALL BE TAGGEO AND INSPECTED FOR ANY SIGNS OF WILDLIFE. SHOULD ANY
WILDLIFE BE IDENTIFIED THEN SCRC SHALL ORGANISE THE SAFE REMOVAL AND RELOCATION OF SUCH SPECIES TO
AN APPROPRIATE LOCATION.

1.3 CARE IS TO BE TAKEN TO ENSURE THE OPERATION OF CONSTRUCTION EQUIPMENT DOES NOT DAMAGE TREES
BEYOND THE LIMIT OF CLEARING. IF NECESSARY, TREE GUARDS ARE TO 8E PLACED AROUND THE TREES 10
PROTECT THEM. TUNNEL UNDER TREE ROOTS WHEREVER POSSIBLE DURING TRENCHING OPERATIONS. IN THE
EVENT OF ROOT DAMAGE, MAKE A CLEAN CUT ABOVE THE SEVERED ROOT AND TREAT THE ROOT WITH A
SUITABLE FUNGICIDE.

1.4 ALL SUITABLE VEGETATION MATERIAL SHALL BE PROCESSED THROUGH A MILLING MACHINE TO PRODUCE CHIP
MULCH. UNSUITABLE MATERIAL SUCH AS ROOTS AND STUMPS SHALL BE OISPOSED GFF SITE. NO BURNING OF
CLEARED MATERIAL IS ALLOWEO. CHIP MULCH PRODUCED ON-SITE SHALL BE AGED AND LEACHED IN THE OPEN
FOR AT LEAST ONE MONTH AFTER MILLING. CHIP MULCH SHALL BE FREE FROM WEEDS, STONES, SOIL AND OTHER
CONTAMINATES. THE MAXIMUM SIZE OF CHIP SHALL FIT WITHIN A PRISM MEASURING 150mm x 100mm x 20mm.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a cael Works Standards ref oR
PSI ° 1830 45m se ° ards refer to, ALL VEGETATION IS TO BE DISPOSED OF IN A MANNER APPROVED BY THE SUPERINTENDENT.
MNo | STN99977 t ‘ “Ss —— "Contract Standards for Erosion and
(AHD)RL | RL.24,204 Scala 1-750 @At = Sediment Control on Construction Sites.” 2. REVEGETATION
SURVEYED | SCRC 2.1 REHABILITATION REQURIEO OF ALL OISTURBED AREAS, NOTE THAT AREAS OF EARTHWORKS AND TRENCHING ARE
TO BE DECOMPACTEC 10 A DEPTH OF 250mm BY SCARIFYING.
5 DRAWN TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS| /nu%
CHECKED :
Al 5 PROJECT REVIEW DESIGN SERVICES (NORTH) Su nshi ne Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT 1 2 1 06
mbour Office =
A ENG. CERTIFIC ‘Comer af Bury Stroct & Currie Steet, Nambour. ‘ . ‘1 EROSION AND SEDIMENT Drawing Shoot 'No-
NG. ATION| “Locked Bag 72, Sunshins Coast Mai Centre, Nambour, QLD 4560 Regionat Council
_ {Rv DATE | =" REVISIONS REC. BPPR. RPEQ No.} 6681 (Brian Peebles) Nambow ph(07)5475 8601 fax(07)5441 5338 CONTROL PLAN C003

 

 

 

 

Page 72

 

SITE FRONTAGE BUND, REFER
ORG NO. COO9 FOR DETAILS

RETAINING WALL SETOUT, REFER ORG ~~]
NO. C013 AND JOB SPEC, CL.8.2

 

 

 

 

 

 

 

  

   

SENIOR

SOCCER FIELD

                       

 

 

 

 

ra 1 AN

~ "FUTURE CRITERIUM TRACK TO “A

HAVE UNDERPASS AT ROAD 01
A

 

ft
SITE FRONTAGE BUND, REFER
ORG NO. C009 FOR DETAILS

JUNIOR
SOCCER FIELD

   
          

JUNIOR

 

SENIOR
SOCCER FIELD

   

SOCCER FIELO

a

CONTROL LINE TRACK 01
(FUTURE CRITERIUM TRACK},
REFER ORG NO. COI & CO13

  

4
NV 900

 

GRADE QUTLET TO FINISHED
SURFACE AT 0.5%

LEGEND

PROPERTY BOUNDARY

PROPOSED PAVED AREA (ENTRANCE & CARPARK)
EARTHWORKS PLATFORM FOR FUTURE WORKS
PROPOSED CONCRETE FOOTPATH
BIORETENTION/INFILTRATION AREA

RETAINING WALL

STORMWATER LINE, PIT ANO NUMBER,
REFER DRG NO. C006
TUBULAR STEEL FENCE (SENIGR FIELDS)

TOP OF BATTER

 

BOTTOM OF BATTER
FUTURE FOOTPATH
e EXISTING TREE TO BE REMOVED
, EXISTING TREE TO BE RETAINED
%
EXISTING STORMWATER LINE

EXISTING ELECTRICITY

PRELIMINARY
NOT FOR CONSTRUCTION

(GHD) CLIENTS | PEOPLE | PERFORMANCE
NOTE: KERB AND CHANNEL IN ACCORDANCE

WiTH Pwead orG wo. sea R-ooo | Ria

‘aware Bouness Vilage, Baranya OLD 4575 Ausiats
PO Baa 1540 Gucxina OL 4575
TOL SANRA100 F6Y7 5493 0190

 

 

Drawn 8 SOHNSON Designed B JOHNSON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

0 15 300 45 7
ee = al
=e ate Scale 1:750 @A1 Appeoved Za Go “
Dato wofo
E DRA _
0 oA TRANSPORT & Oe . EENIE CREEK RD - NOOSA HEADS 434 06
Al ¢ Sao oT REVIEW Nembour Offices Sunshine Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT wats heat
A ENG. CERTIFICATION _ eee a ae amb 4860 Regional. Council ] ,
Rv} DATE “REVISIONS REC. APPR. RPEQ No.| 6681 (Brian Peebles) Nambour’ ph(Q7} S475 8501 tax.(07) 5441 6339 SITE LAYOUT C004

 

 

 

 

 

 

Page 73

 

 

FUTURE CRITERIUM TRACK

 

FUTURE CRITERIUM TRACK

 

ATHLETICS TRACK AND SENIOR SOCCER FIELD

FUTURE CRITERIUM TRACK

 

,_ FUTURE rT

 

SITE FRONTAGE BUND
& VEGETATION BUFFER

 

 

(D SECTION
Ye)

JUNIOR SOCCER FIELDS ,

FUTURE CRITERIUM TRACK

& FOOTPATH

 

FUTURE CARPARK :

  

| CARPARK | |

SITE FRONTAGE BUND &
VEGETATION BUFFER

 
  

 

FUTURE CRITERIUM TRACK

ATHLETICS TRACK AND SENIOR SOCCER FIELD 1

i%

(C~ SECTION
Lou)

CLUBHOUSE \

SENIOR SOCCER FIELD rl

FUTURE CRITERIUM TRACK

 

JUNIOR SOCCER FIELO j |

 

 

FUTURE CRITERIUM TRACK

ATHLETICS TRACK AND SENIOR SOCCER FIELD n

N20

| BUILOING PAD

(8 SECTION
S

SPECTATOR BUND _,

pe"

ee N STORMWATER LINE 3

SENIGR SOCCER FIELD

— | = =

sm st

FUTURE CRITERIUM TRACK

 

\ JUNIOR SOCCER FIELD. 1 |

 

 

Bo

DESIGN SURFACE

NATURAL SURFACE:

NOTE: REFER JOB SPEC. CL.3.2.6
FOR STRIPPING DETAILS

 

 

 

 

 

 

 

(A SECTION
Keo)

ww = =

~ | Tin 50 ee

~~ STORMWATER LINE 4

PRELIMINARY
NOT FOR CONSTRUCTION

 

qi CUENTS | PEOPLE | PERFORMANCE

T01 7 $4128100 61 7 5413 8100
E ben terat€igtel.com W weew phd com
GHD Jod No, 41-22382

 

Drawn 8 JOHNSON ‘Designed & JOHNSON

 

 

 

 

 

 

 

 

 

 

PSMNo| _STN99977 et a” |e poner 4.
{AHD)RL| RL.24.294 Scale 1:500 @A1 Aprovad Zoe [Rov
SURVEYED | SCRC 2am 1yfesfo 4
E DRAWN TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD -NOOSA HEADS| ("=
At ¢ eS aw DESIGN SERVICES (NORTH) Sunshine Coast sirraween sports precinct - eaRTHWORKS CONTRACT 12106
A ENG. CERTIFICATION . tocked Bat? Santina Coast hed Gente Newborn QLD 4580 4 4{Regional-Council 1 TAAL
-[e] DATE ~ REVISIONS REG. PPR. RPEQ No,| 6681 (Brian Pestle) Nambout | ph(07)S475 6501 tax (07) 5441 5338 TYPICAL SITE SECTIONS C005

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 74

 

BATTER 10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lg

eR FELD

 

 

 

 

 

 

 

 

SENIOR FIELD BUFFER

 

 

KERB AND CHANNEL

 

= 170

1 SIZE/CLASS OF PIPE DOWNSTREAM OF PIT

2 RAISE INVERT IF NECESSARY TQ ENSURE MIN PIPE

GRADE TO EXISTING PIT
a SLB1 REINFORCING MESH TO BE CENTRALLY PLACED

iN WALLS OF PIT, REFER OTMR STD ORG 1312
4 POSTS, RAWLS AND FITTINGS SHALL BE HOT DIP

 

44b
CRITERIUM TRACK
5.8 ' S.6 : 5.4 sg__ CARPARK 54 \ 5.4 5.8 , 54 5.1 ___ SENIOR
CIRCULATING LANE PARKING BAY PARKING BAY CIRCULATING LANE PARKING BAY PARKING BAY CIRCULATING LANE PARKING BAY WALKWAY + SOCCER FIELD
_ | 6% 2% ah% —
- cx
sa 2 COAT SEAL TUBULAR STEEL FENCE TYPE 1-As,
100mm BASE REFER IPWEAQ DRG NO. G-046
CARPARK GRADES (WITH FUTURE LAYOUT) 150mm SUBBASE
{4 SECTION
cow J Scate 1: 100
TUBULAR STEEL FENCE TYPE 1-A4,
TUBULAR STEEL FENCE TYPE 1 STORMWATER LINE 1 SETOUT TABLE
SENIOR SOCCER FIELO 5.0 30 JUNIOR SOCCER FIELD Pit | EASTING | NORTHING |sizE/cLASS1] GRADE | SURFACE LEVEL | INVERT LeveL | TYPE
ZeNOR FIELD BUFFER og UNO FIELD BUFFER 11 [509260.810]7078769.968| 375 RCP (Z| 1% 19.700 18.7002 ANTI PONDING PIT, REFER PWEAQ ORG SEQ D-068
| 2/1 |509274.152|7078767.904 : . 19.660 EXIST 600X600 TYPE 2 FIELO INLET, REFER IPWEAG DRG SEQ 0-050
1 Ie me —— 1
STORMWATER LINE 2 SETOUT TABLE
ns eve prt FINISHED SURFACE AT SWALE RIDGE pit | EASTING | NORTHING |SIZE/CLASSs| GRADE | SURFACE LEVEL } INVERT LEVEL | TYPE
VC PIP
$00x600 TYPE 1 FIELD INLET 172 |509301.831|7078706.337} 375 RCP [21] 1% 19.622 18.655 900x900 TYPE 2 FIELD INLET, REFER IPWEAQ ORG SEQ 0-050
(GY SECTION 272 |509293.683|7078733.802| 375 RCP (2 | 2% 19.620 16.893 | 900x900 TYPE 2 FIELD INLET, REFER IPWEAO ORG SEQ 0-050
\uoae J Sea #50 3/2 |509262.417| 7076731.017 : - - 16.265 PRECAST HEAOWALL AND APRON
STORMWATER LINE 3 SETOUT TABLE
PIT EASTING | NORTHING | SIZE/CLASS:{ GRADE | SURFACE LEVEL | INVERT LEVEL | TYPE
1 v3 [509284.747]7078636.683| 375 RCP 21] 1% 19.580 18.700 SAG KERB INLET, KERB IN LINE TYPE °S', REFER PWEAO SEQ 0-060
ho 5.0 10 5.0 __ SENIOR FIELD
SENIOR FievD BUFFER 273 [509270.985|7078658.253| 450 RCP 12)| 0.5% 19.580 16.864 SAG KERB INLET, KERB IN LINE TYPE ‘S', REFER IPWEAQ SEQ 0-0603
373 |509246.207| 7076689.21| 450 ACP 12)| 0.5% 17.500 16.600 600x600 TYPE 1 FIELD INLET, REFER IPWEAQ ORG SEQ 0-050
4/3. |509264.306|7078708.662 : 5 - 16.502 PRECAST HEADWALL AND APRON
_—o ya tae —
=} —— 70
SPECTATOR BUND is STORMWATER LINE & SETOUT TABLE
FINISHED SURFACE AT CLUBHOUSE KERB pit | EASTING | NORTHING |SiZE/CLASS1| GRADE | SURFACE LEVEL | INVERT LEVEL | TYPE
AND CHANNEL. PROVIDE OVERFLOW ve it m v u 20.287 19.837 600X600 TYPE 1 FIELO INLET, REFER IPWEAQ ORG SEQ 0-050
(F-\ SECTION SWALE AT 0.5% FROM CLUBHOUSE 509347,093] 7076677.171| | 225 PVE | 0.t% - 9.83 .
(cnc J Scale 150 274 |509362.177|7078653.462| 225 Pvc | 0.4% 20.287 19.696 600X600 TYPE 1 FIELD INLET. REFER IPWEAQ ORG SEQ 0-050
374 [509376.871|7076630.929] 225 pve | 0.6% 20.287 19.557 600X600 TYPE 1 FIELD INLET, REFER IPWEAQ ORG SEQ 0-050
474 |509391.448|7078600.657| 225 PVC | 0.6% 20.287 19.407 600X600 TYPE 1 FIELO INLET, REFER PWEAQ ORG SEQ 0-050
574 |509385,475|7076S88.436| : : - 19.322 PRECAST HEADWALL AND APRON
STORMWATER LINE S SETOUT TABLE
pit | EASTING | NORTHING |siZe/CLASS:1] GRADE | SURFACE LeveL | INVERT LEVEL | TYPE
FUTURE CLUBHOUSE TUBULAR STEEL FENCE TYPE 1-As, REFER IPWEAQ DRG NO. 5 |509287.376[7078743.737] 450 RCP [21] &.85% - 17.276 PRECAST HEAOWALL AND APRON
G-044, PROVIDE OPENINGS WHERE DIRECTED FOR ACCESS 278 }509263.108| 7078761.213 : - - 16.093 PRECAST HEADWALL AND APRON
FUTURE VIEWING AREA .
45 5.0 1 SENIOR FIELO

PRELIMINARY
NOT FOR CONSTRUCTION

 

 

Gp CUENTS | PEOPLE [PERFORMANCE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TYPE 81 LEN SECTION GALVANISED , sunwas
(cone 7 SCALE 1:50 3 ' oan tos eee ope noon
eer | Eater cae ee arco
Scale 1:50 @A1 ‘
SETOUT POINT SETOUT POINT 0 2 4 6m Orewn 8 JOHKSON
PSM No STN99577 A . Dreting RATAA
(AHO)RL | RL.24,294 DRAINAGE PIT SETOUT DETAIL Scale 1-100 @A1 sen Ezz
SURVEYED | SCRC NOT TO SCALE a vf %
E
a TRANSPORT # ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS
Al c ( ) Sunshine Coast sisraween srorts precinct - EARTHWORKS CONTRACT
8 PROJECT REVIEW Nambour Office
A ENG. CERTIFICATION Locked Come’ ct Bury Strost & Currie Street, Nambour. 560 Regional Council TYPICAL SECTIONS AND
Ry DATE REVISIONS REC. APPR. | RPEQNo.| 8681 (Bran Pesbies) SNamtoUr ph{OT) SATS SSO1  fax(O7) S441 5350. STORMWATER SETOUT TABLE —_-

 

 

 

Page 75

 

CUT TEMPORARY SWALE

TO BIORETENTION POND

a we
BOULDER WALL, REFER
BIORETENTION POND OETAIL

BIORETENTION POND

“

1iN 6 TURFEO RAMP ACCESS
TO BIORETENTION POND

wore TENTION WEIR,

REFER DETAIL

     

            

OUMPED ROCK (0200 ROCK
MIN 300mm THICK) ON
GEOTEXTHE BIDIM A29 OR

BOULDER WALL

INFILTRATION SWALE

11N 6 TURFED RAMP ACCESS
TO BIQRETENTION POND

 

 

 

 

 

 

INFILTRATION SWALE

 

BIORETENTION POND

A34 FROM OUTLET TO

       

REFER ORG NO. C010 FOR
SWALE AND POND SETOUT

BIORETENTION POND AND

 

 

 

 

 

 

 

 

 

 

 

GROUTED ROCK WEIR |

BIORETENTION WEIR PLAN
SCALE 150

INFILTRATION SWALE

  

 

 

   

 

 

 

 

 

  

 

    

   

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

BIORETENTION POND DETAIL

LEGEND
INFILTRATION SWALE PLAN GROUTEO ROCK WEIR 300mm DEEP, REFER SECTION L
PROPERTY SOUNDARY SCALE 1200
pho 2.0 ,
—sw— —@sw— — — STORMWATER LINE AND PIT «
° RL_15,350
—-_1__1____ 0p of Batter RL_15.250 4
— —— — — _TO€ oF BATTER sat B RL 15.050 GROUTED ROCK WEIR, 200mm ROCK £
v Sanaa [ox |
BIORE TENTION POND BASE
BIORETENTION WEIR
BIORETENTION WEIR
SECTION SECTION
NOT TO SCALE
NOT TO SCALE
whee
WIDTH VARIES sie
TURFEO BIORETENTION POND Plz
: 1.4 MIN 2.0 14 Mil , wlz
Ss
ois
SETOUT POINT, 3.0 TURF. le
7 REFER DRG NO. CO1D
BOULDER WALL, MIN 300mm HIGH —| tw. 0.5 05
GAIT IVF FT 7S ; BOULDER WALL, az ue
[ 0.45 MIN 300mm HIGH x “
0.6m SANDY LOAM FILTER MEDIA. = — t 10mm THICK CONCRETE wa
dOmm/KR 0.5
HYDRAULIC CONDUCTIVITY 200mm. | STRIP FOOTING SETOUT POWT
\ INFILTRATION SWALE DETAIL
GEOTEXTILE BIDIM A29 OR AI4

 

   

 

 

 

 

 

 

SECTION

  

 

&

VIN 6 TURFED RAMP ACCESS

 

TO BIORE TENTION POND
TWN 6
0 1 2 3m
be
Scale 1:50 @A1
0 4 8 12m
ene
Scale 1:200 @A1
9 0.8 1 1.5m
el
Scala 1:25 @A1
PRELIMINARY
NOT FOR CONSTRUCTION
=

a) CLIENTS ] PEOPLE | PERFORMANCE
a TONGRON Parkway

Kewana Business Village, Setinyy GLO 4S7S Ausuade
PO Oox 1540 thusaina QLD 4575

TBST S413 8100 F847 $413 A199

E DiImadond.com W www. phd.com

GHD Job No. 41-22382

 

Orawn B JOHNSON Qasignsd B JOHNSON

 

 

 

 

 

 

 

 

 

 

 

 

PSMNo | _STN99977 SECTION Bates pa AN [Be
{AHD)RL| RL.24.294 SCALE 1:25 SCALE 1: 25 nopeowad

SURVEYED | SCRC Dato At feshe . 1
E DRAWN TRANSPORT & ENGINEERING SERVICES . EENIE CREEK RD - NOOSA HEADS 3408

Al c DESIGN SERVICES (NORTH) Sunshine Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT 1 2 06
B PROJECT REVIEW Nambour Office 5
8 Se seams er Oe ttc Nab Regional Council BIORETENTION POND AND Tang Soa

rt oar RERSIONE RES HP RPE No 665T Toran Pai Namnu ERU Sate eee INFILTRATION SWALE SETOUT PLAN._|COO7 __

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 76

 

LEGEND

                

On. 4, yy

MODIFY EXISTING GULLY PIT AND

REPLACE EXISTING TYPE B1 KERB = REPLACE WITH TYPE 2 FIELD INLET «“/ \

WITH CONCRETE INVERT, REFER
IPWEAQ ORG SEQ R-080 Y
= JOIN NEATLY TO EXISTING

REMOVE EXISTING » KERB AND CHANNEL

FOQTPATH AS REQUIRED

 

            

= gee JOIN NEATLY TO

 

 

F —sv— av —

PROPERTY BOUNDARY

PAVEMENT WITH 2 COAT SEAL

PROPOSED CONCRETE FOOTPATH

TOP OF BATTER

PAVEMENT WITH 40mm DG14 SURFACING

STORMWATER LINEAND PIT, REFER ORG NO. C06

KERB RAMP, CENTRE AT CH 24.22, REFER IPWEAQ DRG SEQ R-090

EXISTING FOOTPATH , ‘
me ANTI PONDING PIT, REFER IPWEAQ. = —- ——- ~~ —— _ TOE OF BATTER
See ORG SEQ 0-068 FOR DETAILS

lie . Him Bem EXISTING STORMWATER LINE
we Pe ee e.

KERB ANO CHANNEL TYPE = 20.9 509297.473 4h

B1 TO KERB RAMP N 7078758.797

mE tm EXISTING ELECTRICITY

£509255.871 “<Y : .
N.7078752.793

2.5m WIDE CONCRETE FOOTPATH,
REFER (PWEAQ DRG SEQ R-065

   

  

ENTRY DETAIL

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

Bry

 

CONTROL LINE ROAD 01 SETOUT TABLE

Northing fea’ te

 

Pt hoinagd Easting Level | Searing A.Length

EXIST
20.386 [174°03°62F

 

PY 0.000
(P2 | 56.289

509271.695 17078779.479
509277.519 |7078723.492|

 

 

 

 

 

 

 

 

 

 

 

ENTRY SETQUT POINT AND DESIGN LEVEL SPACED EQUALLY ALONG KERB RETURN

CONTROL LINE
ROAD 01

te

 

 

 

 
        

  

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:200
ve
lng
!
o g NATURAL SURFACE DATUM RL. 14.00
5 — ~~ pe . ae . -- meee ee woe
<
@
So @ ae
2 5: CH 40
we 5 8
%
woe gs /“ 8 &
S 2 ¢ x
w | FH . EXISTING SURFACE
Zz @ 8
Bw oc * - 28 3.5 LANE [3.5 LANE 2.0 2)
ats t .
ji .3 2 CoAT seat, - . _
. 1° DESIGN SURFACE | * I *
\ DESIGN SURFACE
|
: 100mm BASE
' 150mm SUBBASE
DATUM RL. 17.00 1 '
u
VERTICAL ALIGNMENT 4 DATUM RL. 15.00 - l see —_ a - . _ err =
CK 30
HORIZONTAL ALIGNMENT
LEVEL DIFFERENCE
BE . aa & a TURF TO BATTER
CUT -/FILL + a3 e 24 ta PRELIMINARY
DESIGN SURFACE LEVEL 4 8B of #& a 5 "7+. _ ue 10 BATTER 0.5 TURF | foe EXISTING SURFACE NOT FOR CONSTRUCTION
or 2 #2 a RR # pL. 25 xh. BSe oj 3Se 28 WL an —.. |
EXISTING SURFACE LEVEL ag 4 88 eg za bt a am Tt ep CUENTS | PEOPLE | PERFORMANCE
KERB AND CHANNEL wee DESIGN SURFACE a.
CHAINAGE is g 88 8 88 g 8 BI, REFER IPWEAQ ORG 2.5m WIDE CONCRETE FOOTPATH, ‘avons anes Vinge any OL0 4375 Aaron
S = = BS DATUM R.L. 17.0 NO. SEQ R-08¢ tOmm OG REFER IPWEAG ORG SEQ R-06S Terrors eiee Fair sat) B00
0 4 i ae a a rn —— E beatmenighs.com Wi wew.ghedl com
LONGITUDINAL SECTION - ROAD 01 2 m + WIDTH OF ENTRANCE VARIES, CH 20 ‘00mm BASE GHO Job No, 41-2238
HORZ 1:50, ‘VERT 150 Scale 1:100 @A1 REFER DETAIL ABOVE Orewn & JOHNSON Designed 6 JOHNSON
PSMNo| s7N99977 0 1 2 3m Vert. 1:50@A1 0 4 8 1am ROAD 01 CROSS SECTIONS Gee PASS [ou Ze.
(AHD)RL | RL.24.204 ete SCALE 1:100 ‘Approves Rev
SURVEYED | _SCRC 6 10 20 30m = Horz. 1:500 @At Scale 1:200 @A1 on ry¥fasfio 1
E DRAWN TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS] (227:
® CHECKED DESIGN SERVICES (NORTH) Su nshine Coa st GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT 1 21 06
B PROJECT REVIEW Nambour Office ° . ROAD 01 SECTIONS Drawing Shoot No,
A ENG. CERTIFICATION u Pane of Bury Street & Currie Siresi, Nambour. Regional Council
. 4 —t ocked Bag 72, Sunshine Coast Mall Contre, Nambour, QLD 4560 C008
Ryj DATE REVISIONS REG. APPR: RPEQ Not 6681 (Brian Pecties) Nambour ph(O7)$47598501  tax(07) Seat 6338 -AND SETOUT PLAN... JC

 

 

 

 

Page 77

 

         

CONTROL LINE TRACK 01
(FUTURE CRITERIUM TRACK),
7 REFER DRG NO. COI2 & (O13

REFER BIORETENTION POND &
WEIR DETAILS, ORG NO, C007

  

FUTURE
FOOTPATH (2.5m!

  

FUTURE

 

CRITERIUM TRACK

 

SCALE 1:250 SO SETOUT POINT

PROPERTY BOUNDARY \ (0\ SECTION
° SETOUT POINT EXISTING ELECTRICITY Le) SCALE 1:100
@ coy

— ss — — sv — — — STORMWATER LINE AND PIT

 

STOO FUTURE CARPARK SETOUT EXISTING SURFACE

 

 

     

TOP OF BATTER

EENIE CREEK RO

 

 

 

 

        

 

 

 

. " " EXISTING.
BUND SETOUT TA
PRELIMINARY — — — _‘TOE OF BATTER BLE rowan fi
- = TURE
T FOR CONSTRUCTION Pt Easting { Northing | Level SETOUT POINT v
NOT FO Hie m= 8 — EXISTING STORMWATER LINE FOOTPATH [2.5m)
a, 400 { 09131310 | 7078730.793 | 13.390 \ FUTURE
curl OPLE MAN == = Future rootpati TRITERIUM TRACK
NTS | PE PERFOI ICE
Gy I | 401 | $09167.983 | 7078763.907| 14.859 EXISTING ELECTRICITY
at. hoe mE mm EERISTING ELECTRICITY 402 | $09207.229 |7076744.430] 17.310
Rawaratnarnt Vg, Sy OLD STS Aas
Tet reetaetno rat7senaéersa 603 | $09208.017 | 7078762.125 | 18.238

 

 

G tu imasgigns. x
GHD soune avesag 404 | 509233.396 | 7078766.308] 19.663

 

 

 

Drawn B JOHNSON Gasignod 8 JOHNSON 405 | 509258.960 | 7078761.334 } 19.661

 

EENIE CREEK RO

 

FUTURE
CRITERIUM TRACK

  
   

 

eee yes [Bee ae 406 | 509297.271 |7078760.449| 20.329

 

 

:

 

EXISTING
FOOTPATH
Approved aoe Row 0 2 4 6m we S|
1 407 §09310.167

bate ct sife ro7a7e9.710 | 21.701 ms

 

 

 

    

  

 

 

 

 

 

 

 

 

 

 

 

Scale 1:100 @At goa | 509326.7a9 | 707795.231 | 22.876
PSMNo | STN99977 0 5 10 18m SECTION
(AHD)RL| _RL.24.294 toms. EXISTING ELECTRICITY =
ae) Scale 1:250 @A1 SCALE 1100
SURVEYED | SCRC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

E DRAWN TRANSPORT & ENGINEERING SERVICES . EENIE CREEK RD - NOOSA HEADS} (37.
Al e PRO WEeT REVEW eee nambour fen ORTH) [Sunshine Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT 1 2 106
ENG. CERTIFICATION Comer of Bury Strest Nambour. Regional Counci
aL Bare REVSONE 7c APPR. EQ Nol EET Pomny —]_‘OMSGEERT? San Cnn es Nano. SITE FRONTAGE BUND SETOUT C009

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 78

 

       
                            
    

   

  

  

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

8 VS a EARTHWORKS SETOUT TABLE
se FRONTAGE BUND, 7 Pt | €asting | Northing | Level COMMENT
“ 200 | so9te9.245 | ro7e706.626 | 14.733 KENTRE OF SWALE
205 | so9z00,69% | 7078715.651 | 14.050 LENTRE OF SWALE
202 | So9zto.ase | 7078775.164 | 14.950 CENTRE OF SWALE
ce lege . 203 | 509220.651 | 7076717.069 | 15.050 CENTRE OF SWALE
S ee a a SET msc 20% | S09230.028 | 7078720.5¢1| 15.150 KENTRE OF SWALE
yee = aa + ow neater ro existe reotparn / 205 | so9239.390 | 7078720.055| 15.250 Top OF WER
” TE FRONTAGE BUND, 206 | 509237.801 | 7078726.396 | 15.050 BIORETENTION SETOUT
__ REFER DRG NO, (009 207 | s09208.476 | 7078731.316 | 15.050 BIORETENTION SETOUT
208 | 509257.556 | 7078732.761 | 15.050 BIORETENTION SETOUT
(OO TR Oe NE RACK 209 | so92se.2n6 | 7078730.369 | 15.050 BIORETENTION SETOUT
REFER ORG NO, C012 & C013 210 | 509258.990 | 7078727.768 | 15.050 BIORETENTION SETOUT
2m | 509253.063 | 7076725.106 | 15.050 BIORETENTION SETOUT
2iz__| $09263.542 | 7078717.965 | 15.050 BIORETENTION SEToUT
213 | So9240.940 | 7078721.773 | 15.050 BIORETENTION SETOUT
2m | 509215.944 | 7078705.577 | 15.867 [TOE OF BATTER
218 | so9z1s.e17 | 7078704.685| 16.195 [roP oF BATTER
TER OrAES one we coe 216 | 509225.963 | 7078705.687 | 15.946 TOE OF BATTER
217 | $09225.480 | 2078702.127 | 16.995 [top OF BATTER
218 | s09235.5% | 7078707.690| 16.033 [foe OF BATTER
219 | 509235.380 | 7078701.883 | 17.443 [oP OF BATTER
220 | 509263.780 | 7078711559 | 15.093 [TOE OF BATTER
(we) 2a | 509244.367 | 7078706.192 | 17.726 [TOP OF BATTER
222 | $09250.331 | 7078718,600 | 16.121 OE OF BATTER
223. | 509252.807 | 707871,554 | 18.439 TOP OF BATTER
22, | 509258.104 | 707a724.867| 16.297 TOE OF BATTER
225 | $09261.294 | 7078716.843| 19.037 TOP OF BATTER
226 | 509268.877 | 7076723.097 | 19.703 oP OF BATTER
227 | 509270.528 | 7078732.735| 19.846 TOP OF BATTER
228 | 509261990 | 7078733.931| 16.502 [TOE OF BATTER
229 | sogz6x.eas | 7078736.516 | 16.086 [TOE OF BATTER
aN 230 | $09270.191 | 7078737.182 | 20.175 [top OF BATTER
PREVENT WATER PROM CROSGING PENCE (20) a | so92e6.e12 | 7078677.127 | 20.71
PRELIMINARY \\ CARPARK SETOUT TABLE nz | 509277.283 | 7078691.924 | 20.585
NOT FOR CONSTRUCTION \ pr | tasting | Northing | tevet || 113 | $09276.093 | 7078722.592} 20.553
| * woo | 509279.930 | 7078734.137 | 20.559 || 1% | So9z9s.299 | 707a722.398| 20.158
cD GUIENTS | PEOPLE | PERFORMANCE 101 | 509267.61 | 7078730.451| 19.761 15 | $09299.995 | 7078725.105 | 20.077
une @ @) 4 SENIOR SOCCER 102 | s09293.5e4 | 7078734.272| 19.620 ]| 116 | Sooave.as1 | 707a734.697| 20.431
ree aplon arr oan sip LEGEND \\ ‘ FIELD 103 | $09309.668 | 7078744.655} 19.991 7 509321861 | 7078719.441) 20.164
Gu ose acnsee % a roe | 509396579 | 7078743.15a| 20.303 |] 18 | Sogao1.764 | 7078706.500| 19.622
Brawn 8 JOHNSON Oosigned 8 JOHNSON EXISTING PROPERTY BOUNDARY 105 | 509319.936 | 7078737.946] 20.551 9 | 509294.571 | 7078701884 | 19.791
pre usw leet * Gm) SETOUT POINT TT TE OF BATTER 106 | S09331.018 | 707a720.736| 20.703 || 120 | Sov267.sea | 7o7a6a8.665 | 18.760
a © deche a Ta TERS — STORMWATER LINE AND PIT, an aR — EXISTING STORMWATER LINE 107 | $09330.066 | zo7e70.860 | zo.730 || 121 | sov2ss.s97 | 7078677.587| 18.066
, — —— TS = roture rootpati 108 | 509326.262 | 7078708.95| 20.705 |{ 122 | 509232.133 | 7078601.815 | 17.577
eaune Srweeer? —-—————-— FUTURE CARPARK SETOUT ir —— —_peisting FOOTPATH et 5015" [ios | s09329.186 | 7078704.41%| 20.678 || 123 | sog2u2.im | 7078703.229| 17.765
SURVEYED| SCRC TOP OF BATTER Scale 1:250@A1 110 | 509390.751 | 7078692.563| 20.286 |] 124 | 509264.569 | 7078717.324 | 19,387
5 ce TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS| 37
Al £ PROJECT REVIEW Nambour ES ) Sunshine Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT 12106
Comer of Bury Sueet & Currie Street, Nambour. i ne 0
none REVISIONS, Rec hor] Reco no 6881 {Brian Posbies) ee NerEeur GROOM EATS ESO cE BHO Regional Counc CARPARK SETOUT PLAN . C010.

 

 

 

Page 79

 

         

  

  

 

SPORTS FIELDS EARTHWORKS SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

> Pt Easting Northing Level LOMMENT
300 | 509146365 | 7o78616,601 | 15.554 FIELD SETOUT
301 | $09192.391 | 7078545.207 | 15.465 FIELD SETOUT
JUNIOR 302} $09158.643 | 7078624,581| 15.700 FIELO SETOUT
SOCCER FIELD 303 | 509206.667 | 7078553.111 | 15.590 FIELO SETOUT
30% | 509161.662 | 7078687.316 | 16.057 FIELO SETOUT
305 | 509169.563 | 7078675.039 | 16.203 FIELO SETOUT
306 | $09189.331 | 7078644.350] 16.188 FIELD ARC CENTRE
307 | 509212.344 | 7078608.613 | 16.168 FIELD SETOUT
308 | 509235.357 | 7078572.876 | 16.107 FIELD ARC CENTRE
309 | 509255.121 | 7078542.18¢ | 16.092 FteLD SETOUT
310 | So9263.026 | 7079529.910 | 15.946 FIELD SETOUT
JUNIOR 311 | $09220.021 | 7078664.114 | 16.681 FIELO SETOUT
SOCCER FIELD 312 | $09266.045 | 70785S92.640| 16.596 FIELO SETQUT
313 | S09286.040 | 7078566.330 | 16.296 FIELD SETOUT
31% | $09296.160 | 7070572.846 | 16.252 EARTHWORKS SETOUT
315 | 509278.311 | 7078600.563 | 16.519 EARTHWORKS SETOUT
aie | 509z61,782 | 7078657.288 | 16.598 EARTHWORKS SETOUT
317 | 509221908 | 7078686.089 | 16.531 EARTHWORKS SETOUT
SENIOR 318 | 509293.626 | 7078610.030 | 20.900 EARTHWORKS SETOUT
SOCCER FIELD 319 | 509294465 | 7078610.572 | 20.900 EARTHWORKS SETOUT
mao 320 | s093z3.401 | 7076563.789 | 20.400 EARTHWORKS SETOUT
321 | $09326.262 | 7078564.330| 20.400 EARTHWORKS SETOUT
322 | $09329.287 | 7078567.579 | 19.650 FIELD SETOUT
323 | 509299.509 | 7078613.820 | 19.650 CLUBHOUSE KERB INVERT
324 509292.066 | 7078625.378 | 19.720 CLUBHOUSE KERB INVERT
325 | S09zae.620 | 7078636.941] 19.580 ELUBHOUSE KERB INVERT
326 | 509277.176 | 7070648.504 1 19.720 LLUBHOUSE KERB INVERT
327 | 509269.731 | 7078660.062 | 19.560 KLUBHOUSE KERB INVERT
328 | 509387.299 | 7078604.936 | 20.637 FILED SETOUT
329 | $09357.521 | 7078651178 | 20.636 FLED SETOUT
REFER SECTION F DRG NO. C006 330 | $09327.744 | 7078697.419 | 20.636 FILED SETOUT
FOR OVERFLOW SWALE DETAIL 331 | 509331947 | 7078700.126 | 20.537 FILED SETOUT
setout PONT 332 | 509947.257 | 7078677.276 | 2.287 FELD INLET SL
\ 333. | 509350.795 | 7078665.570 | 20.537 BWALE RIDGE
PRELIMINARY , NT 334 { $09362.527 | 7078653.563 | 20.287 FIELD INLET SL
NOT FOR CONSTRUCTION KERB SETOUT POINT 335 | S09371.101 |7078640.249| 20.537 BWALE RIDGE
Gp CLIENTS | PEOPLE | PERFORMANCE LEGEND 336 | 509377.036 | 7078631.035 | 20.287 FELO INLET SL
a REVISED PRUPERTY BOUNDARY 337 | $09384.237 | 7078620.030 | 20.537 BWALE RIDGE
San acter omen a €)) SETOUT POINT 33a | 509391437 | 7078609.026 | 20.287 FIELD INLET SL
r a 339 | 509391,503 | 7076607.643 | 20.537 FIELO SETOUT
G6 foe ae sera wa 340 | 509396.086 | 7078602962 | 20.537 FIELD SETOUT
me pea = a: ee ——_EARTRMORKS HINGE UNE 341 | 509365.601 | 7078653.407| 20.537 FIELD SETOUT
ee I> Fi TH En — — STORMWATER UNE, PIT 342 | $09362.896 | 7078657.611 | 20.537 FIELD SETOUT
Dato tylesho 1 oT ToT TOP OF BATTER 343° | 509330.409 | 7078706.056 | 20.537 FIELO SETOUT
Sanne Sinooar 10 20° 30m — —— ~~ __ © zottom of Barrer 344 | 509366.039 | 2078729.713 | 21.337 FIELO SETOUT
(AHD)RL| RL24.394 Scale 1:500 @At Tuan STEEL FENCE [SENIOR FIELOD a45 | 509396.52 | 707a679.268| 21.337 FIELD SETOUT
SURVEYED | SCRC 346 | $09399.231 | 7078675.064 | 21.337 FIELD SETOUT
é DRAWN ;
© CRESRED cee eR od Sey NOR RUCES ; EENIE CREEK RD - NOOSA HEADS] 45756
A 1 ¢ SROIECT REVIEW Nambour Offies Sunshine Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT a
A ENG. CERTIFICATION Comer af Bury Street & Currie Sueet, Nambour, i i -
t Rf DATE [REVISIONS FREC._ APPR: RPEQ No} 6681 (Bian Peabies) ‘oNamteu PRION OATS GOT" tan(OT) 8061 0 Regional Counel SPORTS FIELD SETOUT PLAN C011

 

 

 

 

 

 

Page 80

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CONTROL LINE TRACK 01 SETOUT €T | 263.893] $09166.422[7078719.784] 14.900 |253°1612” 550.000 509249800] 7078501432) 12.640 | 81°09°37"
Pt {Chcinage Easting | Northing | Level | Bearing Rad/s SPI") ALength 250.000] 509160,575 |7078718.022| 14.812 |253°14°12" TC [67.946 }509267.533|7078504.190} 13.008 | 81°09'37"
wr | 0.000 /509379.550|7078737.089| 26.625 TC | 258.058) $09152.859| 7076715.698} 14.684 |253°14°12" (P12 | 569.881 |509290.714 |7078507.795 50.000 | -43.869
Tc | 25,000 {509365.% 76] 7078757.751] 24.205 B25°44°26" (PT | 278.500] $09130.70717078709.026| 35.000 | -40.886 600.0001509295.555| 7078518.595} 14.251 |24°25°66"
. 50.000 }609345.496) 7076771.885| 22.641 P64°49'S4" CT = | 296.942} $09128.165 | 7078685.031! 13.979 |186°18'30" 611.816 |509302.757|7078527.927! 14.861 | 30°S3°24~
IP2 | $6.527 [S09340,608)7078796.262 35.000 | -63.058 300.000 | 509128.069/7078684.980} 13.96% |186°18'30" 1P13, [620.992 |509307.579|7078535.987 35.000 18.353
ct | @.054 |S09310.752|7078761.703] 19.519 | 222°3111" TE | 317.179 | $09126.162 |7078667.995| 13.677 |186°18°30" CT | 630.168 1509315789 |7078540.550} 15.810 | 60°S6'01"
Tc 98.900 |$09303.422|7078753,709| 18.629 | 222°31 1" IPB | 337.023} 509123.968|7078648.066) 150.000 | -39.687 650.000 ]599333,123/7078550.185| 16.836 | 60°S6°0I"
100,000 |509302.666]7076752.910| 18.539 |224719°13 350.000| 509126.139 | 7078635.150} 13.249 |173°46718" 700.000 [509376.826|7078574.476| 19.423 | 60°S6°01"
3 | 111.588 |50929¢.450]7078743.925| 35.000] 25.377 CT |356.866} 509927.039/7078628.343] 13.179 |171"08°57" 59.000 09420,529 [078598,767 pL861 0°S6'01"
CT | 126.277|509261.246]7076742.551] 16.883 [264°03°42" Te | 383.074] 509139,072 /7078802.448] 12.97% |171°08°S7" irc fss.198 09425.072 078601292 b2.075 porsa‘or"
TC {149.859 |50925S.801|7076739.905} 15.809 p64703°%2" 400.000} 509136.31|7078586.477} 12.89% ]151765°12" Pi 164,542 509433.439 7078605.943 B5.000 | 18.687
150.000 |509255.661|7078739.890| 15.805 [263°56'00" IPg | 400.615 | 509933.887 17078584, 368] 50.000 | -35.082 CT 73.886 f09436.275 ro76614.204 2.778 f0°20°31"
we | 164.131 |509241.207 |7078738.367 50.000 | -2a,546 CT | 418.156 [509147.708}7078572.3761 12.838 |130°56'S3" irc P74.609 09436.640 ra7ests.e28 2.803 B0°20°31"
ct {179.403 |509229,748|7078729.223) 15.414 |23121"09" 450.000] 509171.760 |7078551.506| 12.743 |130°S6'53" PIS 294.340 509449.817 77078633.924 BS.000 | 39.463
TE 178,008 |$09229.744|7078729.220| 15.414 [231°21'09" TC |456.268]509176.696 }7078547.398| 12.724 |130°S6'53" B00.000 509442.765 7078639.321 23.577 BU8"GE'34"
IPS | 193.197 |509297.528|17078719,252 36.990 | 29.018 {P10 |477.529] $09192.66t|7078533.370 150.000 | 42.522 ET B14.072 509437.361 P078652.211 23.919 B25°44'26"]
2 200.000 |509209.900| 7078721615 | 15.330 266°42°34" 498.790 [509204 .259'7076515.380] 12.596 |167°124" B50.000 609417.136 PO766B1.906 24.516 B25°44'267)
g CT | 207,826 ]509202.102 |2078722.040] 15.280 |279°31'27"| $00.0001509204.932|7078514.375} 12.593 |145°12°31" fro0.000 fo9386.989 [1078723.231 24.709 B25°44'26]
. 8 TC | 207.831 |509202,098|7076722.040] 15.280 |279°31'27") in | 518.957 | 509216.582 |7078496.265 35.000 | -40.335 P¥6 916.767 509379.550 078737.089 24.625
mx We | 225,862 |509183.997 |7078725.077 78.600 | -36.062 CT | 539.425 ]509239.05¢]7078499. 761) 12.531 | 81°09'°37"
hg ~
' tI ’ \
| .
i i | -
|
+ i
1 | 4
: ; 2
f 5 3
! ' 5 z
: “ ‘ ! . 5
. : é 2 5
il ! ; = DESIGN SURFACE z 2
4 ‘ x 3 gz
i { i a &
: 5 g
: I i : = 5
| | on fo PS 3
' : q $
4 | : ' 2 hoy | tF f 7 2
{ { : | ' -- | i 1 &
4 tr + g
| ; | | | = 3
Lt i ‘ : ‘ Vt 2
tf b i i 4] Ss
| \ | 2
DATUM RL. 6.00 { i } N ( 4 ! 8
Les1,5im 7 ° roe 7 ” 7 L122
VERTICAL ALIGNMENT PNB aun SS oe
f Gras us GHOI%
L=25.00rn, ts62 06m 230. =25, is25 Sam = = 21 - : 2 : 22 rm
HORZONTAL ALIMENT 2k ee OS ae a a
LEVEL DIFFERENCE : - " J
CUT-/FILL+ 5 35 2 ek £3 3 5 38 3 gas zz ¢ 235 gs 8 #2 2 aR 2 3
DESIGN SURFACELeveL | ae 8 B 88 g & 2 z ae 2 £2 8 gB OE z28 3 z 2 gz gg a 3
x a5 8 2 22 ¢ #2 2 2 22 3 z2 = ge 2 gas = s x a ss sof =e
EXISTING SURFACE LEVEL |e 2 5 > - na _ : - — 'GHD) CLIENTS | PEOPLE | PERFORMANCE
custssuneaceieve, lp gg 233 88 2 fF 88 8 588 a5 ce a8 88 28 ad
— - + = = = + = = = ¥ ~ - Konara rr Vitbe. een 104578 Aaeas
CHAINAGE 8 g 2 @8 RB & 8 g 22 z 3s s zg 6s gBs 5 g 2 aR 28 2 8B ‘nena
8 gag gg 2 6 = - 88 § 3828 gE: RAS a 8 33 8 as Torr expen rent ser 0199
© teatmal@ghd com W wine ght.
LONGITUDINAL SECTION - TRACK 01 SHO eons ae
Orewn B JOHNSON Designed B JOHNSON
PSMNo | STN99977 0 2 4 6m Vert. 1:100 @A1 5 :
1: —
(AHD)RL| _RL.24.294 § chess A aa on
SURVEYED|  SCRC 20 40 60m Harz. 1:1000 @A1 Approves o— ‘
Dawe +ffolHto .
E ORAWN TRANSPORT & ENGINEERING SERVICES EENIE CREEK RD - NOOSA HEADS Project Number
c CHECKED DESIGN SERVICES (NORTH) ; ° 1 ?1 06
uns h ine oast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT
B PROJECT REVIEW Nambour Office
A Corer of Bury Street & Currie Sireet, Nambour. i ‘ TRACK 01 LONG SECTION Drawing Sheal No.
ENG. CERTIFICATION n Regional Council
Locked Sag 72, Sunshine Coast Mall Centre, Nambour, QLD 4560
Ry DATE REVISIONS REC. APPR. RPEQ.No| 6681 (Brian Peables) Nambow ph(07) 54758501 tax(07)$441 SHEET 1 OF 2

 

 

 

Page 81

 

 

 

 
     

RETAINING WALL LENGTH 40m NOM,
REFER 20B SPEC. C82

7
eS

RL 15.480
 _

 

RETAINING WALL, REFER
JOB SPEC. (1.8.2

  

 

 

 

   

   

 

 

 

  

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

TUBULAR STEEL FENCE TYPE 1-4,
REFER IPWEAO ORG NO. G-044

HEIGHT VARIES

TRACK 01

FUTURE CRITERIUM TRACK

 

4.0 4.0

 

 

3%

 

 

CONTROL LINE TRACK 01 TYPICAL SECTION

CH 462.0 - CH 502.0

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 150
2 S
2 s
¥ & zt
RETAINING WALL SETOUT 3 3 e
/E\ DETAIL Fy *. FUTURE CRITERIUM TRACK
\ coos 7 SCALE 1250 3
: 4.0 6.0
= j 4 { \ Lio -3 nay om DESIGN SURFACE
DESIGN SURFACE [ Lf ' | i i | lay
4 : t a ~
“ oy | ! |
\ | | ! i i CONTROL LINE TRACK 01 TYPICAL SECTION \ satan SURFACE
\ 4 ' CH 35.0 - CH 462.0
~ | ume sur | : CH $02.0 - CH 760.0
z i - / ' i | ‘ | | : SCALE 150
‘ seh oy :
2 : [j ye | i
8 ® : ‘ : | { | 1
ga | in ‘y | =
et oy : l l =
& | | : | | { { x >
2 i : to f { < Q
s i : j | ! | { & 2
DATUMRL. 9.00 | \ | | ! — i ut | | : J FUTURE CRITERIUM TRACK _—___ *
VERTICAL ALIGNMENT iis thas aa SS af - ed
: - : $.0 5.0 et
HORIZONTAL ALIGNMENT | E202. ate. Lethsin 1s128600n ERO een 4230270 oO _ -
: . —
crits Bs 38 ge 3 8 a 52008 88 8 3 a8 8 eee PRELIMINARY
” — J NOT FOR CONSTRUCTION
DESIGNSURFACELEVEL (2 9&8 Re & 8 8 a 85 g g2 8 8 @a oe. CONTROL LINE TRACK 01 TYPICAL SECTION
ese =z: 2 2 2 BR 5 RR oz z zz z CH 0.0 - CH 35.0 -——~
existing supracetevel le = 9 2 3 5 & 2 ae R ee 8 4 = 6 8 CH 760.0 - CH 916.8 a CLIENTS | PEOPLE | PERFORMANCE
—— e 3s a : fs 8 88 ffs SCALE 15 a.
CHAINAGE 8 a8 8 8 = g 8 g zg 28 5 a 2 8 & Kasana Gusiram Vip, Giiny9 QLO 4575 Aspe
a RG Bos #3 3 fa of as = 5 a8 OE errata fence
GHD Job No, 41-22382
LONGITUDINAL SECTION - TRACK 01 0 1 kam 8st} tem lemme Teen bomen
PSMNo| STN99977 A: ‘ ‘ ? = a
aor RL.24.294 ‘ ‘ 2 - ven ens Scale 1:50 @A1 Scale 1:250 @A1 ast ASW lest EX fav
SURVEYED scRG 0" 20 40 ~—-6Om_Hore. 1:1000 @At eho 1
E oA TRANSPORT & ENGINEERING SERVICES . EENIE CREEK RD - NOOSA HEADS 432106
c DESIGN SERVICES (NORTH) Sunshine Coast GIRRAWEEN SPORTS PRECINCT - EARTHWORKS CONTRACT
Al PROJECT REVIEW Nambour Office 7
e ENG. CERTIFICATION Comer of Bury Street & Curie Stret, Nambour, Regional Council TRACK 01 LONG AND TYPICAL Drawing Shei No,
aif DATE RETSIONS nec ere] PEG No| ~@681 Bran Foam) eee SRORSTE SN RMT Ee - ___] SECTIONS - SHEET 2 OF 2 C013

 

 

Page 82

GIRRAWEEN SPORTS
PRECINCT

STORMWATER CALCULATIONS

JOB NO. 41-22382

Page 83

STORMWATER CALCULATION TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 84

al

 

 

CLIENTS|PEOPLE|PERFORMANCE - - CALCULATIONS
Ctient SCRC Job no. Ut- 22382 Sheet ' of
Projet Carta ueen Sports Frecin et Calcs by BYT Date }
>) sie Stormuvater Coles Checked by Date

, PB

“ Arecn = 0.25 naw

Te = BOmn (Quom Fig 4.07)

Go? 0.53 (QUDM Bhle 4.05.2 bS

C, 72 O.S%x OQeO, 414

roa ? OSB x 1.2* 0.636
) 7°T, 2 78. Lhe

20 32 1BS-SErmn| he

using Rchone\ Mehod,
Q.: 580

) . Ghd x T3.22O.25

soo2m{s = 22/5

0. 636xI8S. SGKO- 15
Q lag = REO

= 0.08Imifs = 82 b/s

Page 85

 

 

=

 

J ). CLIENTS|PEOPLE|PERFORMANCE_ ce ee RR PAE pe en 8
CALCULATIONS .
r ~_ TOT Rem ae oe ce ER Ey
| Client . SERG . . : Job no. ui- 12392 Sheet of oe
I roies Girrouseem Sports Complex - Colesby BMT

Checked by

YL Setiee Stormwater Ges
Prt if2

Bren? ©.226he

a) be: 1.0
S19 * 0.90

Cy: O20K0.% = 0.77,
; fo 2 Soma
) SL, = (19 Sanne

ua ay Redrera\ Metnod

 

0.72% 124.83 ¥ 0.226
Qy = S60

2 0.0 8a {5 = S~W cfs

“Malet Capacity (A00%s00 Fede Wet)
Qa BFxI.66 Lye

7 O.S« 1.66% 3.6% 0.17

| = 0.6%4m!s = ay O/s

, Pit 2f2-

| Ares 6SOm” = 0,065 ha
Qs O12

T= (253eelbe

 

| O.714,\79.53 xB.08S
Q= 360

) = 11elg

 

 

Page 86

=

CED CLIENTS|PEOPLE|PERFORMANCE

| Clie «= SCRE

; Girra ween Sports Prean +
Project CAG

yf Subiea Stormwater Coles

 

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Pits tl 4, 24, 34, 44

. ‘mow’ Letcnincnt. Brea #O-SIha
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sina, Retinal Mehroa,

: 0.424 x 13:2x0-52
Qi? 360

= 2.045 m/s = 45 ffs

 

CALCULATIONS ~
Job no. a -2L392 Sheet
Cales by BM T Date
_ Checked by

Oy > BF < 166 ch (Quem 7.08)

, . 2 OS< Nob eLdvo.

= 0.063 = 63¢/s

Page 87

GHD} isons ‘AL CULATIONS
@Q~ CALCULATIONS

$C €c Job no. 4i- 22372 Sheet .!. of .

Client
Project Girromer Sports Precinct : Cales by BMI Date 22/3 [io
) Subject Bio . Retortion Arcas , - Checked by. Date

Impervious Brea to be treated = pavement ATEN
= Appr 6 COOm?

From Girtow een Stor muater Moreaenent Pio Fealoaics EngincesS , Tegvirentuenl
2S fo inkilvation orem.

are 2% bioretastion t O

Bio celantion Area reg = 120m
Infiltration Areon reg. = %0Om* with Im depth

Use sulle as Infiltration Arca

 

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@ 357mm deep approx Bor is requifed as in fil Ot Or,
459 bong sncte isto he Wed.

Page 88

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Sunshine Coast Regional Council

Specification for Girraween Sports Precinct
Earthworks Package

March 2010

Page 89

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41/22382/11840

Contents

1. Preliminaries

1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9

Location of Site

Site Facilities

Australian Standards

Quality Assurance

Inspection, Testing and Testing Fees
Traffic

Excavation

Diverting Water

Setting-Out

1.10 Public Utilities - Regulations, Notices and Fees
1.11 Site Meetings
1.12 As-Constructed Data, Compliance/Certificates

2. Local Authority Requirements

2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8

General

Development Approval Compliance

Standards for Construction

Standard Specifications and Drawings

Prestart Meeting

Inspections by the Sunshine Coast Regional Council (SCRC)
On-Maintenance Inspection

Off-Maintenance Inspection

3. Clearing, Grubbing and Earthworks

3.1
3.2
3.3
3.4
3.5
3.6
3.7

Scope of Works

Clearing and Grubbing
Stripping of Organic Matter
Earthworks

Quality Control Testing

Utility Services

Erosion and Sediment Control

Girraween Sports Precinct
Earthworks Package

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Page 90

41/22382/11840

Pavements

4.1. Gravel Pavements

4.2 Subsoil Drains

Stormwater Drainage

5.1. Culverts and Pipework

5.2 Excavation

5.3 Bedding

5.4 — Laying and Jointing of Pipes

5.5 Backfilling

5.6 Inlet Drains, Outlet Drains and Open Unlined Drains

5.7 Concrete Kerbs and Kerb and Channel

5.8 Reinforced Concrete

5.9 Stone Pitching

5.10 Manholes and Kerb Inlet/Gully Pits

5.11 Headwalls, Wingwalls and Aprons

5.12 Gross Pollutant Traps

5.13 Geometric Tolerances

Concrete Work

6.1. Materials and Construction Requirements

6.2 Concrete Strength Criteria

6.3 Rejection of Concrete

6.4 Testing and Assessment for Compliance of Concrete Specified
by Compressive Strength

6.5 Costs for all Testing

6.6 Reinforcement

6.7 Handling and Placing of Concrete

6.8 Compacting of Concrete

6.9 Construction Joints

6.10 Formwork

6.11 Curing of Concrete

6.12 Surface Finish

Topsoiling and Grassing

7.1

General

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24
25

28

28
28
29
29
30
31
31
32
32
33
33
34
34

35

35
35
35

35
36
36
36
38
38
39
40
41

42
42

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a

7.2 Topsoil Operations 42
7.3 Playing Field Surfacing Construction 42
7.4 Irrigation System 43
7.5 Grass Seeding 44
7.6 Hydroseeding 44
7.7 Turfing 44
8. Retaining Walls 46
8.1 Rock Retaining Walls 46
8.2 Concrete Block Masonry Retaining WallsError! Bookmark not defined.
8.3. Timber Retaining Walls Error! Bookmark not defined.
8.4 Fencing of Retaining Walls Error! Bookmark not defined.
9. Two Coat Seal — Prime Coat 47
9.1 General 47
9.2 Authority to Commence Priming 47
9.3 Plant 47
9.4 Application 47
9.5 Aggregate 48
9.6 Acceptance Tolerances 48
9.7 Test Certificates for Sprayed Primes and Seals 49
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1. Preliminaries

1.1 Location of Site

The Site of the works is located off Eenie Creek Road, Noosaville.

1.2 Site Facilities

The Contractor shall provide statutory and necessary amenities and sanitary facilities for workers and
other persons lawfully on the Site, and remove them on completion of Works. The location of
establishment of the Contractor's Site facilities shall be to the approval of the Superintendent.

The Contractor shall make all arrangements and pay ail charges in connection therewith, for any
temporary services that may be required for the execution of all works under this Contract.

1.3 Australian Standards

Australian Standards referenced in this document are to be the latest/current issue of that standard
unless noted otherwise.

1.4 Quality Assurance

1.4.1 Requirement

The Contractor shall implement a quality management system under this Contract in accordance with the
requirements of AS/NZS ISO 9002: The Contractor shall comply with this Specification, Quality
Assurance Requirements.

1.4.2 Quality Assurance Representative

The Contractor shall nominate a suitably qualified Quality Assurance Representative (QAR) who has
authority to effectively control the Quality System as implemented on the Site.

1.4.3 Quality System Documentation

The Contractor shall submit to the Superintendent a copy of the following documents within 14 days of
the award of the Contract:

» Quality System Certification to AS/NZS ISO 9001;
» Corporate Quality Manual (for review and return to the Contractor);
» Two controlled copies of the Project Quality Plan.

The Contractor shall also provide the Superintendent with access to inspect Corporate Quality
Procedures applicable to this Contract.

The Project Quality Plan shall follow the guidelines of interim Australian and International Standard

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AS/NZS ISO 9004.5: Part 5. Guidelines provided by Australian Standard AS/NZS ISO 3905: shall also
apply.

The Project Quality Plan shall cover all quality system elements required by the appropriate Quality
Systems Standard as specified, that are applicable to this Contract.

As a minimum the Project Quality Plan shall contain the following information:

» A Project Organisation Chart or list of nominated Project Personnel showing their positions, lines of
communication and details of the responsibilities of the positions.

» Details of the qualifications and experience of the following positions:
— Project Manager;
- Contractor's Quality Representative (QAR);
— Surveyor;
~ Foreman, Supervisor(s).
» A.Lot Plan, or the methods by which lots will be identified.

» Inspection and Test Plans for the various phases during manufacture, construction and
commissioning, as applicable to the project, to be submitted at least 7 days prior to commencement
of relevant activity.

» Acopy of the NATA Terms of Registration for the Contractor's Compliance Testing Laboratory
(Internal or Sub-Contract).

» Project specific operating procedures or descriptions outlining as a minimum, details of activities, who
is responsible for implementation/verification, identification of relevant Quality Records and
distribution and of such records, to be submitted at least 7 days prior to commencement of relevant
activities.

» A Register of all intended Quality Records to be used on the project, together with proformas.

1.4.4 Inspection and Test Plans

Inspection and Test Plans shall contain at least the following information for each significant activity
identified in the relevant process:

» Description of activity;

» Specification requirements/reference;

» Person responsible for activity (title);

» Hold Points and Witness Points;

» Activity checklists;

» Inspection and test type;

» Tolerances or other acceptance criteria;

» Identification of relevant procedure and quality records;

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» Test/inspection frequency;
» Work item or work lot identification.

Inspection and Test Plans and examples of their relevant activities checklists established for this
Contract shall be submitted to the Superintendent for review. Where considered necessary the
Superintendent may request the Contractor to insert additional Hold Points or Witness Points. Provisions
shall be made for the Contractor and Superintendent to sign off at these points.

1.4.5 Identification and Traceability

All work under this Contract including manufacture, Site construction and commissioning, shall be
subdivided into distinct work lots or work items. Work lots or work items shall be chosen by the
Contractor, consistent with any specified requirements, but shall be subject to approval by the
Superintendent.

Each work lot or work item shall be assigned a unique identification number, and the Contractor shall
maintain a register of all allocated work lot or work item numbers. This register shall contain, as a
minimum, the following information:

» Brief description of the work lot or work item;
» Location reference (3 dimensional where applicable);
» Lot or item status (conforming or non-conforming).

The Contractor shall ensure that traceability is maintained throughout all documented records under this
Contract. All test results where applicable under this Contract shall be positively identified with their
respective work lot or work item number. The Contractor shall notify the Superintendent in writing

24 hours prior to commencing a new work lot or work item.

1.4.6 Conformance Reports

Conformance Reports shall be prepared for each designated work lot or work item, and made available
to the Superintendent on request. Conformance Reports shall include a verification statement certifying
that the relevant work lots or work items have been inspected and/or tested in accordance with the
Contractor's Inspection and Test Plan(s) applicable to this Contract and that they comply with the
specified requirements of the Contract Documents.

Conformance Reports shall be accompanied by the following documents:
» All relevant signed off Inspection and Test Plans and associated Checklists;

» NATA certified compliance test results (where applicable).

Note: in cases where test results are not available within this period (eg. 28 day concrete
strengths), the Contractor shall submit preliminary results or previous analytical
data of the same mix type which statistically indicates a high probability of
conformance. Submission of such information does not absolve the Contractor
from its responsibilities under this Contract should actual results subsequently
identify nonconformance of the work lot or work item.

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or

» Survey and measurement compliance data (where applicable).

In any statement of an amount for payment in a Progress Certificate issued under Clause 42.1 of the
General Conditions of Contract, the Superintendent shail not be obliged to include in any such certificate
and the Principal shall not be obliged to pay for, any work for which evidence of conformance has not
been submitted as set out in this clause.

Certification and payment shall not be unreasonably withheld, however, where the relevant evidence of
conformance has not been submitted due only to the normal delays in processing, testing, analysis and
reporting. In this case the Contractor's payment claim shall set forth the lots claimed for payment but for
which conformance reports have not been submitted and certifies that conformance reports for those lots
will be submitted prior to the next payment claim.

1.4.7 Nonconformance Reports

The Contractor shall submit a Nonconformance Report to the Superintendent within 24 hours of
detecting nonconforming work. The Contractor's Nonconformance Report shail clearly detail but not be
limited to the following items:

» The nature and extent of the nonconformance;

» The work lot or work item number it relates to including the precise boundaries of the nonconforming
work;

» Any relevant information, data, test results and/or measurements (as applicable);
» The corrective and preventive actions the Contractor proposes to take;
» The time frame within which the nonconformance will be rectified.

The method of isolating/dentifying nonconforming work, applying and releasing hold points, etc, shall be
clearly stated in the Project Quality Plan.

The proposed corrective action shall be subject to approval by the Superintendent.

1.4.8 Default by the Contractor

Failure by the Contractor to submit either a Conformance Report or a Nonconformance Report within the
nominated time frame shall constitute a substantial breach of the Contract and may, at the
Superintendent's discretion, be subject to a stop work order. As a result of such action by the
Superintendent, and in addition to the Contractor's responsibility to rectify the nonconforming work, the
Contractor shall be responsible for its own costs for any time delays due to such breach of Contract.

1.4.9 Hold Points and Witness Points

A Hold Point is defined as a position in the progress of the work under Contract, beyond which further
work shail not proceed without mandatory verification by the QAR or the Superintendent.

A Witness Point is defined as a position in the progress of the work under Contract, where the Contractor
must notify its QAR, the Superintendent prior to proceeding and the option for attendance for witnessing

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of inspection and test may be exercised. If any do not attend, then work may nevertheless proceed,
unless otherwise instructed.

Witness Points shall apply to verify compliance of the constructed works with the approved design
drawings.

Mandatory Hold Points shall include, but are not limited to, those listed below and shall apply to this
Contract to ensure compliance with the intent of the designs and with other specified requirements, and
to ensure that critical and/or irreversible activities are not constructed incorrectly.

Mandatory Hold Points:
» Subgrade inspection, after boxing out but prior to installation of the side drains,

» Pre-Seal pavement inspection (shall include inspection prior to the placement of any asphalt,
concrete or pavers);

» Reinforcement detailing (shall take place before any concrete is placed, and shall include
dowels/jointing in concrete pavements);

» Playing fields finished surface levels. Prior to commencement of the surface amelioration the
Superintendent shall inspect the works and give approval to proceed;

» On-Maintenance inspection, after works are completed;

» Off-Maintenance inspection, at the end of the 12-month defects liability period.

» Witness Points:

» Stormwater (shall take place after pipework / conduits are laid, but prior to backfilling);
Mandatory Hold Points shall apply prior to commencement of designated work lots or work items.
To obtain authorisation to proceed, the Contractor shall ensure the following:

» That all work lots or work items affected by the lot or item in question are conforming,

» That all Conformance Reports for all work lots or work items affected by the lot or item in question
have been submitted at least 24 hours prior to the tine the Contractor intends to proceed with the lot
or item in question, thus ensuring that defective works are not built-in.

Design and Construct Elements

The contract involves design and construct elements as follows:
» Irrigation system;

» Playing fields growing media remediation.

The proposed design shall be submitted to the Superintendent for approval prior to commencement of
construction.

1.4.10 Compliance Inspections and Testing

All compliance inspections and tests shall be based on work lots or work items unless otherwise

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specified in the contract documents. The costs for all such inspections and tests shall be borne by the
Contractor and included in the Contract Sum.

All compliance testing shall be carried out by a NATA registered laboratory certified for the tests specified
in this Contract.

The Contractor shall advise the Superintendent of the work lot or work item number and the location
within the lot or item, prior to any testing of the lot or item.

The Contractor shall submit a Nonconformance Report and the proposed corrective action for any
nonconforming test result. No further testing shall be permitted until approval by the Superintendent.

For compliance inspections the Contractor shall nominate responsible persons, who are not directly
involved in performing the work.

The frequency of compliance testing shall be in accordance with the minimum requirements of the
Contract Documents. ,

The Contractor shall submit to the Superintendent any preliminary results of compliance tests carried out
for each work lot or work item with 24 hours of completion of tests.

1.4.11. Subcontracted Work

The Contractor shall ensure that subcontracted works and procured supplies are subject to appropriate
quality assurance standards when incorporated into the works in order to comply with the requirements
of this Contract.

If requested by the Superintendent, the Contractor shall provide evidence of appropriate quality
assurance for subcontracted work or procured items incorporated into the works under this Contract.
This shall include verification by the Contractor.

1.4.12 Quality Records

The Contractor's quality system shall include sufficient quality records to provide objective evidence that
the requirements of the Contract are met. This shall include Subcontractor's and Supplier's records
relevant to this Contract.

The Contractor shall, when requested by the Superintendent, provide access to all quality records
relevant to the Contractor's quality system under this Contract.

Within 28 days of the Date of Practical Completion, the Contractor shall forward a complete and bound
clean copy of at least the following records to the Superintendent. Previously submitted documents may
be selected as appropriate.

» ~The Work Lot or Work Item Register for the Contract;
» All Conformance and Nonconformance Reports;
» All Inspection and Test Plans and associated Checklists;

» All test results, analyses, reports, measurements and observations;

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» The original Project Quality Plan and any changes made to the Contractor's Quality System.

Records shall be maintained by the Contractor for a minimum period of two years from the Date of
Completion or in accordance with the Contractor's statutory requirements if the latter exceeds the
minimum period required for this Contract.

Records for equipment and parts subject to inspection and approval by the relevant regulatory authority
shall be made available on Site at the time of arrival of all relevant items at Site, or after inspections have
been carried out on Site (if applicable).

1.4.13 Quality Audits

The Contractor shall submit an audit schedule to the Superintendent at the time of submission of the
Contractor's Quality System documentation. This shall include internal audits and external audits on
Suppliers and Subcontractors.

The Contractor shall carry out at least one audit on each of these groups over the duration of the
Contract, and submit all audit records including objective evidence for any necessary follow up corrective
actions attached to close out corrective action reports.

1.4.14 Certifications

To Accompany Each Payment Claim

Each Payment Claim shall be accompanied by a Conformance Report from the Contractor in respect of
the works completed to the date of the claim and the subject of the claim, certifying that the works as
constructed are in full accordance with the Contract requirements.

At Practical Completion

Prior to the Date of Practical Completion, the Contractor shall submit a Conformance Report certifying
that the works have been constructed in accordance with the specification and drawings or approved
revisions there-to.

1.5 Inspection, Testing and Testing Fees

The Superintendent shall have the right to enter, for the purpose of inspection and testing at any time
during working hours, any premises where articles for inclusion in the works are being manufactured or
stored. The Contractor shall afford the Superintendent every opportunity to inspect any article which is
manufactured or stored off-Site prior to delivery to the Site for inclusion in the works.

The Contractor shall supply all labour and equipment and render all assistance required to enable
carrying out of all tests and inspections which are necessary for the purposes of this Contract. The
Contractor shall perform all inspections and tests required by the Contract and such other inspections
and tests as are necessary for proper compliance with the Project Quality Plan and good construction
practice.

The Superintendent reserves the right to order additional samples and testing to satisfy itself that the
requirements of the Contract are being met. The Contractor shall arrange for carrying out of testing

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and/or the obtaining of samples by a testing Authority nominated by the Superintendent. In the event
that the tests indicate compliance with the requirements of the Contract, payment will be made for testing
on a prime cost basis. The Contractor shall be responsible for the costs of all testing which
demonstrates that the works do not comply with the requirements of the Contract.

If the Contractor fails to perform any of the foregoing obligations with regard to testing, the Principal shall
be at liberty to perform/undertake any testing or inspection at the Contractor's works or elsewhere, and
all costs and expenses incurred in the matter shall be payable by the Contractor to the Principal on
demand, or may be deducted and retained by the Principal from monies due or that may become due to
the Contractor under the Contract.

1.6 Traffic

The Contractor shall provide for continuous operation of normal traffic along all roads and pedestrian and
vehicular access to properties included in the Contract or intersected by works under the Contract. The
Contractor shall be responsible for any necessary approvals for the transport of any earthworks and road
building materials.

The Contractor shail be held entirely responsible for the safety of all pedestrian and vehicular traffic and

shall provide all necessary watchmen, lights, barriers, notices and signs and shall provide and maintain

the same to the satisfaction of the Superintendent and/or the Local Authority. Signs shall conform to the
current DTMR Manual of Uniform Traffic Control Devices (Qld).

The Contractor shall not unnecessarily in its operations obstruct any side road, branch track, drain or
watercourse and shall not break down any fences or gates without prior notification to the
Superintendent, but when such obstructions or breakages cannot be avoided, shall remove such
obstruction or repair such breakage as soon as possible.

In the event of the Contractor failing to comply with its responsibilities under this Clause the Principal
shall have the power, without further notice, to take such steps as the Superintendent considers
necessary to provide for the passage and safety of traffic or to remove any obstruction or to repair any
damage including, if it considers it necessary, the employment of workmen and watchmen and the cost
thereof will be deducted from any monies due to the Contractor under this Contract.

Notwithstanding any action the Superintendent may take in this regard, the Contractor shall be liable for
damages arising out of any accident in connection with the carrying out of the Contract.

1.7 Excavation

The Contract Sum shall include excavation in all materials. No extra payment shall be made for
excavation irrespective of the materials or conditions encountered.

1.8 Diverting Water

The Contractor shall do all work necessary to divert any water interfering with the progress of the works,
keep the excavations free from water while the works are in progress, and prevent any injury to the
works by water due to floods or other causes. The Contractor shall provide, where considered

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necessary by the Superintendent, sand traps on the discharge line of any pump to prevent the deposit of
material in channels and stormwater drains.

Where water is diverted from the Site it shall be confined to existing drainage paths and away from
adjacent private property.

1.9 Setting-Out

Construction works set-out including road centreline pegging will be provided by the Contractor. The
Contractor is responsible for his own set-out using the plan coordinates and set-out details and the
Principal's survey information provided. The Contractor is responsible for maintaining all survey controls
during the course of the Contract. The cost of maintenance and reinstatement is the Contractor's
responsibility.

Survey information showing property and construction levels, dimensions and datum for levels is shown
on the drawings.

All work shall be set out by the Contractor in accordance with the information supplied.

The Contractor shail accept full responsibility for all setting-out and levelling and shall be responsible for
making good and bringing to required line and/or level any works which are wrongly built whether due to
error in transference of levels or dimension or to any other cause during setting-out.

The Contractor shall offset all essential engineering pegs during the works to enable the Superintendent
to carry out checks on line and level and to enable works to proceed in accordance with the program.

1.10 Public Utilities - Regulations, Notices and Fees

The Contractor shall carry out all work under this Contract in accordance with the provisions of this
Specification, and in addition shall comply with the latest requirements of the following and pay all
necessary fees:

» Local Council

» Australian Standard AS 3000 — (SAA Wiring Rules)

» Division of Occupational Safety and Weights and Measures
» The Building Act

» Inspection of Machinery Act

» Workplace Health and Safety Act

» Energex

» Any other Authority having jurisdiction over the work

Where overhead public utility lines and surface drainage works and/or underground pipes, conduits, or
cables exist in the vicinity of the works, the Contractor shall take care to protect such facilities from
damage and, in the case of any damage occurring to such facilities, the matter shall be immediately
reported to the department or company concerned and to the Superintendent. The cost of the necessary

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repairs or renewals shall be bome entirely by the Contractor.

If itis found to be necessary to alter the location or level of any existing mains or services to conform with
construction under this Contract then the Contractor shall notify the Superintendent immediately.

Should relocation of existing services be specified or directed by the Superintendent the Contractor shall
arrange for the work to be carried out by the appropriate Service Authority. Charges payable to the
Service Authorities will be paid as Dayworks.

1.11 Site Meetings

The Contractor shall provide for and attend meetings between the Contractor, appropriate Sub
Contractors and the Superintendent for the duration of the Contract.

The frequency of these meetings shall be fortnightly.

The Superintendent shall chair the meetings, record the minutes and circulate to attendees.

1.12 As-Constructed Data, Compliance/Certificates

Drawing Preparation

As-constructed drawings are required for:
» earthworks

» roadworks

» drainage (including roofwater)

» irrigation

» telecommunications services

As-constructed surveys and preparation of the as-constructed drawings shall be the responsibility of the
Contractor. The Contractor shall engage a Registered Surveyor to prepare the as-constructed drawings
and to certify that the survey information contained thereon represents the true and accurate location of
the relevant construction element presented in the data.

The as-constructed drawings shall contain sufficient details to satisfy the requirements of Sunshine
Coast Regional Council.

Finished surface level information is required to show surface levels and site contours at 0.5 metre
intervals. All levels are to be shown as Reduced Levels to the Australian Height Datum (AHD).

The As-Constructed Drawings shall be submitted in:
» Two (2) hard copy A3 plans; and
» Digital ADAC form (the design drawings are available as a base to the contractor from the Principal).

The digital form shall be provided on a CD-ROM or alternative medium approved by the Superintendent.
The data shall be supplied in an ‘AutoCAD’ drawing. The Contractor shall certify the drawings for

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accuracy of the information by its endorsement on the drawing and digital file.

Marked-up prints of the electrical drawings, Telstra conduits and Energex Gas conduits are to be
supplied by the Contractor to the Superintendent, highlighting any deviations from the designs.

Miscellaneous Project Documentation

The Contractor shall supply two (2) copies of all other project documentation to the Superintendent.
Copies of all test results shall be retained for all tests required to conform to the Local Council Standard
Specifications and this Specification. While not a complete listing, the following details some major
components to be included:

fill compaction test results

subgrade CBR's

subgrade replacement material quality

subgrade replacement material compaction test results

subsoil drain filter media quality statements (or gradings where required)
subbase course and base course material quality statements

subbase course and base course compaction test results

prime or primer seal spray and application rates

AC core test results (including relative compaction, thickness measurements, percentage voids and
percentage bitumen content)

any concrete testing required by the technica! specifications
pipework material quality statements for all pipework material (stormwater, etc)
geotextile material quality statements

any other testing results or statements required to conform with the Local Council Standard
Specifications

any other job specific testing carried out or ordered by the Superintendent, if used.

The documentation should be presented in a logically assembled and bound document including a table
of contents confirming completeness.

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2. Local Authority Requirements

2.1 General

The local authority responsible for the works under this Contract is the Sunshine Coast Regional Council.
It is a requirement of the Contract that all works under the Contract be accepted by the SCRC, initially
‘on-maintenance’ and ultimately ‘off-maintenance’. The Superintendent may delay issue of the
Certificate of Practical Completion for each separable part until the works are accepted ‘on-maintenance’
by the Council, and similarly may delay issue of the Final Certificate until the works are accepted ‘off-
maintenance’.

2.2 Development Approval Compliance

The Contractor is responsible for compliance with all conditions of the development approval. These
conditions may include, but are not limited to:

» Environmental Management Plan

» Erosion and Sediment Controi Plan

» Site Based Stormwater Management Plan

» Referral to State Agencies for advice or compliance
» Air Quality Assessment

» Noise Impact Assessment

» Vegetation Management Plan

» Acid Sulfate Soil Management Plan

2.3 Standards for Construction

The Contractor shall use current SCRC standards for the supply of all materials and the execution of the
works. Where no SCRC standard exists, the following order of precedence of standards shall apply:

» Queensland Department of Transport and Main Roads standards;

» Local Government Engineers’ Association standards;

» Australian Standards;

» British Standards;

» Standards consistent with the best engineering and construction practice.

Where there is dispute over the standard that applies, the Superintendent shall nominate the standard to
be applied.

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2.4 Standard Specifications and Drawings

The Contractor shall maintain on site all relevant standard specifications and drawings issued by the
SCRC.

2.5 Prestart Meeting

Seven (7) days notice shall be given prior to commencement of construction. The following people are
required on site for a Prestart Meeting:

» Contractor's Engineer/Project Manager;
» Contractor's Site Supervisor;
» Project Superintendent;

» Council's Engineer/Inspector

2.6 Inspections by the Sunshine Coast Regional Council (SCRC)

Officers of the SCRC may make random inspections of the works at any time. The Contractor shall co-
operate fully with Council Officers making inspections.

Specific approvals from the SCRC that will be required include:

Roadworks and Drainage

» Pavement design approval, based on soaked CBR tests arranged by the Contractor;

» Subgrade inspection, after boxing out but prior to installation of the side drains;

» Pre-seal inspection, after placement pavement before the pavement is primed;

» On-maintenance inspection, after works are completed;

» Off-maintenance inspection, at the end of Council's twelve-month maintenance period;

At least 48 hours prior to the time when the works will be ready for testing or inspection in relation to any
of the tests required by Council, the Contractor shall contact the Superintendent to arrange a mutually
acceptable time for such testing or inspection to be carried out.

The Contractor shall allow for all necessary inspection, testing and approvals in the works programme
and no extension of time will be granted for delays so resulting.

If reinspection is required where the works are not approved or a test fails, the Contractor shall be
responsible for any re-inspection fees or charges that may be charged by the Council.

2.7 On-Maintenance Inspection

Prior to Council inspection, the Contractor shall arrange for all roads to be cleaned, gutters swept,
footpaths reinstated and all drainage systems to be flushed and cleaned and costs shall be included in
the Tender Lump Sum.

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or

The ‘on-maintenance' inspection shall be attended by at least the following personnel:
» Superintendent;

» Contractor;

» Council's Subdivision Engineer/Inspector.

Acceptance by Council does not constitute practical completion or acceptance ‘on-maintenance’ by the
Principal.

The general requirements to be met prior to Council's acceptance of the works ‘on-maintenance’ are as
follows:

» the site is clean, tidy, free of rubbish, rocks, sticks, unauthorised stockpiles, etc.;

» earthworks and site grading to be free draining and in accordance with the approved design;
» sediment and erosion control works in place to the satisfaction of Council;

» maintenance security deposit lodged;

» ‘As Constructed’ submission lodged for approval seven (7) days prior to ‘on-maintenance’ meeting.

2.8 Off-Maintenance Inspection

At the end of 12 months from the ‘on-maintenance’ approval date, an ’off-maintenance’ inspection is to
be arranged with Council.

The ’off-maintenance’ inspection is to be attended by:
» Council's Subdivision Engineer/inspector

» The Superintendent;

» The Contractor.

During the 12 month maintenance period, it is the responsibility of the Contractor to rectify any works
found to be defective or found to exhibit faults attributed to the performance of the construction activities
in terms of quality and conformance with the design and specifications.

At completion of the maintenance period and prior to the Council inspection the Contractor shall arrange
for all roads to be cleaned, gutters swept, footpaths reinstated and all drainage systems to be flushed
and cleaned and costs shall be included in the Tender Lump Sum.

All costs during the maintenance period for defects rectifications as well as attendance at the ‘off-
maintenance’ inspection are to be allowed for by the Contractor in his tender prices.

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3. Clearing, Grubbing and Earthworks

3.1 Scope of Works

Work covered in this section of the Specification includes the requirements for clearing and grubbing and
all aspects of earthworks and shall be carried out in accordance with AS 3798 unless specified otherwise
in the following clauses.

All work shall be undertaken in accordance with the Erosion and Sediment Control Plan.
3.2 Clearing and Grubbing

3.2.1 Clearing

The whole area as defined below shall be cleared of all logs, undergrowth, noxious weeds, grass and alt
obstructions and rubbish of every description, trees, undergrowth and grass being cut as close to the
ground as possible.

The area to be cleared shall be the entire area over which roads, drainage works, embankments, playing
fields, excavations and services installations are to be constructed.

No other trees on site are to be removed unless identified.

Trees to be preserved will be identified on site by the Superintendent and these trees shall not be
disturbed in any way during the construction operations.

Trees currently identified to be preserved are shown on drawing C004..

All engineering and RP survey pegs are to be protected from damage during clearing work.

3.2.2 Grubbing

Grubbing shall mean the removal from the ground of all trees, roots, stumps, surface rocks and
obstructions to a depth of 200 mm below natural ground surface. Ungrubbed rocks under embankments.
may be left undisturbed providing there is a depth of at least 600 mm of earth covering over them when
the filling operations are completed.

Grubbing shall be carried out over the full cleared area specified herein.

All grub holes shall be refilled with approved backfill and compacted to at least the same standards as
adjacent undisturbed ground.

3.2.3 Disposal of Cleared Material

All rubbish, timber, rocks and other joose materials generated as a result of clearing and grubbing
operations shall be removed from the site and disposed of at an approved disposal site.

The Contractor shall be responsible for all damage to grass, cultivation, fences, buildings, or stock, by

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fire, falling timber and any other causes arising from his operations.

Any fences damaged during the execution of the work shall be immediately repaired to the satisfaction of
the superintendent at the Contractor's expense.

3.2.4 Topsoil Operations

Topsoil material stripped from the site, where possible shall be stockpiled for later use in spreading on
the playing fields. Nominally 150 mm depth of topsoil is to be removed over the site for reuse.

The topsoil shall be respread over the playing fields in preparation for amelioration in accordance with
Section 3.4.5.

3.2.5 Tree Protection

The Contractor shall protect existing trees, as identified by the Superintendent on site.

Harmful Materials

Do not store, stockpile, dump or otherwise place under or near trees bulk materials and harmful materials
including oil, paint, waste concrete, clearings, boulders, plant and the like. Do not place spoil from
excavations against tree trunks even for short periods. Prevent wind-blown materials such as cement
from harming trees.

Damage
Prevent damage to tree bark. Do not attach stays, guys and the like to trees.

Work Under Trees

Do not remove topsoil from within the drip line of trees unless otherwise specified. If it is necessary to
excavate within the drip line, use hand methods such that root systems are preserved intact and
undamaged. Open up excavations under tree canopies for as short a period as possible.

Roots

Do not cut tree roots exceeding 50 mm diameter unless permitted by the Superintendent. Where it is
necessary to cut tree roots, ensure all such cuts are clean and even so that the cutting does not unduly
disturb or rock the remaining root system. Immediately after cutting, apply an approved bituminous
fungicide sealant to the cut surface to prevent the incursion of root rot disease.

3.3 Stripping of Organic Matter

In addition to any clearing and grubbing, the whole of the surface upon which any earthworks,
roadworks, drainage or services installation is required as well as on allotments shall be stripped of all
vegetable and organic matter. All stripped materia! shall be stockpiled on the site, where approved by
the Superintendent and replaced on embankment slopes, footpaths and service trenches following
completion of earthworks and backfilling.

The Contractor shall allow in his tender for stripping 150 mm of topsoil that incorporates organic matter to

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the areas defined above.
3.4 Earthworks

3.4.1 General
Earthworks shall be carried out in accordance with AS 3798 for large scale operations.

The Contractor shall engage a NATA registered testing authority to undertake geotechnical testing to a
level 1 standard in accordance with AS 3798 except that:

» The Contractor is to arrange for testing and for recording of the position and level of the tests.
» The soil tester shall select the test sites at random.
» The soil tester shall show position and level of tests on their test certificates.

Earthworks shall include all operations necessary to excavate materials as required, construct
embankments including materials from borrow areas, place selected fill, place backfill for culverts,
structures and pipelines unless separately designated, construct drains, remove and replace unsuitable
materials, shape and trim the site including drains, all as shown on the Drawings and in the Specification
and as may be directed by the Superintendent during construction.

The following are definitions of terms referred to in this section of the Specification:

Subgrade The in situ material below the underside of the pavement and
concrete driveways or fill.

Subgrade — Fields The in situ material below the underside of the topsoil later.

Imported Fill Material brought onto the site.

Where referred to in this Speciftcation, the degree of compaction specified shall be given as a minimum
relative compaction being the dry density ratio calculated in accordance with AS 1289. All testing shall
relate to Standard Compaction in accordance with AS1289.

The existing natural surface levels shown on the drawings or provided otherwise to the Contractor were
the levels of the surface at the time of survey and the accuracy of these levels cannot be guaranteed.
The Principal will not consider any claim from the Contractor due to such information and calculated
quantities proving to be at variance from actual conditions encountered. The Contractor shall be deemed
to have taken into account all variances occurring in natural surface levels between surveyed cross
sections and surveyed points.

3.4.2 Earthworks Survey Controls

Before starting earthworks, the Contractor shall offset any pegged centreline or traverse line with clearly
marked and levelled offset pegs, clear of the limits of the earthworks and in addition shall set any other
line and/or level pegs as necessary for effective control of earthworks, pavement construction and
general formation.

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gp

During normal working hours the Contractor shall ensure the continuous presence of a person capable of
and responsible for the control of line and level of earthworks. The necessary template and levels shall
be kept on the site for the purpose of checking the work during its progress.

3.4.3 Excavation from Cuttings

General
The cuttings shall be so worked that the best material available, which in the opinion of the
Superintendent is suitable material, shall be placed in embankments.

Generally all material from cuttings, including drains, which in the opinion of the Superintendent is
suitable material, shall be placed in embankments.

When material that, in the opinion of the Superintendent, is unsuitable for embankments is encountered
in excavation of cuttings and/or the material in the subgrade of the cutting is unsuitable, and/or material
from cuttings is in excess of requirements for embankments the material shall be excavated and
stockpiled.

The Contractor shall be deemed to have satisfied himself as to the full nature of all material to be
excavated prior to tendering. No extra payment will be made on account of the nature or condition of the
material encountered, other than as may be specifically provided for in the Specification.

Batters

The sides of cuttings shall be battered and trimmed to a clean and sharp profile, carried around bends in
even curves all to lines and slopes as shown on the drawings or as approved by the Superintendent.

Any loose rock or material affected by the Contractor's operation which in the opinion of the
Superintendent is unstable, shall be trimmed and removed at the Contractor's expense. Undercutting of
batter slopes shall not be permitted.

Class of Excavation

The rate included in the Schedule of Lump Sum Tender shall be deemed to cover excavation in all
classes of material irrespective of type and claims will not be considered by the Principal or
Superintendent on account of any hard material or rock or any weak material in any excavation.

3.4.4 Construction of Embankments

Compaction of material below ground surface under embankments

The ground surface shall be compacted to 95% relative dry density (standard compaction) to a depth
150 mm below ground surface. For sand, the ground surface shall be compacted to a density index of
not less than 70%.

The frequency of testing this compaction shall be at the rate of 1 test per 1,000 m? of surface area.

Unsuitable Foundation Material

Where in the opinion of the Superintendent the material exposed after stripping on which embankments

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are to be constructed is unsuitable, such material shall be removed and replaced by approved fill
material.

Any soft or saturated areas shall be surface drained.

Fill Material

Only material approved by the Superintendent shall be used from cuttings in the construction of
embankments. Generally the material used shall comply with the following:

Maximum particle size 75mm

Percentage passing 0.075mm Not greater than 25%
Liquid Limit Not greater than 40%
Plasticity Index Not greater than 15%

For sand material the figures above and do not apply. Sand fill material shall be approved for use by the
Superintendent and shall be free of all deleterious material listed below.

Borrow pits and cuttings shall be so worked that the best material available, in the opinion of the
Superintendent is made to form the upper layers of embankments.

All materials used in embankments shall be to the approval of the Superintendent.

Materials which are not to be used in embankment construction are vegetable matter, organic clays and
silts, ashes, coal or the like, free draining material susceptible to scouring, dispersible clays, material
which is unstable when subject to moisture variation.

Embankments

Filling shall be carried out in uniform horizontal layers of not more than 200 mm of loose material and
compacted as specified. For sand material a maximum layer thickness of 300 mm is applicable.

Each layer shall be free of ruts before successive layers are placed. During construction the surface of
the embankment shall be shaped so that it is kept higher at the edges, sloping towards the centre to
permit safe passage of hauling, rolling and other construction equipment as close to the edge as possible
and to ensure that the edges are compacted to the same density as the other parts of the embankment.
At the close of work each day, the surface shall be shaped to a crown in the centre to ensure that the
surface is well drained.

During construction, the differential level of adjacent layers across the embankment shall not exceed
600 mm.

Where the ground surface on which an embankment is to be constructed has a transverse slope steeper
than 1 on 8 a horizontal step not less than 300 mm high shall be cut into the ground surface at the toe of
the batter on the low side.

Where the ground surface has a transverse slope steeper than 1 on 3 a series of horizontal steps not
less than 300 mm high shall be cut into the ground surface covered by the embankment. These steps

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shall be continuous longitudinally and continuous transversely.

Embankments shall be compacted to 95% relative dry density (standard compaction). Where the
material is sand is shall be compacted to a density index of not less than 70%.

The frequency of testing of embankments shall be in accordance with Table 8.1 of AS 3798 for large
scale operations.

3.4.5 Subgrade

Unsuitable Subgrade Material

Unsuitable and sensitive materials such as silt and or organic matter shall be removed from subgrades to
the extent directed by the Superintendent. Soft clay normally will not be regarded as being unsuitable
material.

Holes so formed shall be backfilled with selected fill from excavations, or imported select fill material.

Payment to the Contractor for the excavating and replacing unsuitable subgrade will be made only for the
extent of work agreed to by the Contract Administrator prior to the work being undertaken.

Roads

As compaction proceeds, the subgrade shall be shaped to the profile required, any making up required
being done by the addition of approved material. The surface of the subgrade shall be compacted,
trimmed, profiled and check tevelled prior to placing of pavement materials.

The alignment of any excavation for the pavement shall be such that the depth of the finished pavement
thickness is nowhere less than the dimension shown in the drawings.

The surface of the finished subgrade shall be graded to within the tolerance specified below in
accordance with the levels of the grade line shown in the drawing, or calculated from data given in the
drawings, due allowance being made for the thickness of the pavement required.

The Tolerances appropriate to the construction of subgrade and to subgrade replacement material shall
comply with the following:

» Design Level Tolerance +15 mm /-30 mm
» Shape Tolerance of 25 mm maximum deviation from a 3 m straight edge laid in any direction.

The crossfall of the surface of the finished subgrade shall be maintained within 12 mm of that shown on
the drawings.

The subgrade (top 300mm below subgrade level) shall be compacted to 100% relative dry density
(standard compaction) to a depth of 150 mm. The frequency of testing to confirm this compaction shall
be 1 test per 1,000 square metres of subgrade, with a minimum number of three (3) tests per sample
area being tested.

Where the subgrade material is sand is shal! be compacted to a density index of not less than 80%.

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Playing Fields

The playing fields are to be excavated or filled with bulk material as described in section 3.4.2 and 3.4.3
above to a level of 250mm below the finished surface levels. The final 250mm shall be made up from
the stockpiled topsoil. If insufficient topsoil is available, the thickness of the topsoil layer shall be
modified with agreement of the Superintendent.

The final trim for the playing fields is to be completed to ensure the grades shown on the plans are
achieved. In addition, the vertical tolerance of setout points shall shown on the plans be +/-15mm.
Conforming survey is to be provided to the Superintendent prior to commencement of the playing fields
amelioration.

The playing fields are to be free of any depressions or humps and shall be free draining.

The amelioration of the playing fields cannot commence until the Superintendent has approved the final
trim of the surface.

3.4.6 Unpaved Areas

Footpaths and other unpaved areas shall be left free from rubbish, stones, felled timber and brush, and
left smooth and clean, true to the grade and levels shown on the drawings.

The allowable variation on design level at any point shall be 50 mm provided that all areas are free
draining and no ponding of water occurs.

3.5 Quality Control Testing

The cost of all testing of materials to ensure quality control during construction shall be borne by the
Contractor. If processed samples are unsatisfactory, costs of additional necessary testing will also be
bome by the Contractor.

Testing of subgrade CBR shall be carried out a minimum of 10 working days prior to the placement of
sub-base pavement material. The frequency of testing to be carried out shall be the maximum of either
one (1) test per 1000 square metres of subgrade, or one (1) test per identifiable soil type with a minimum
number of three CBR tests to be carried out for any project. The cost of all subgrade CBR testing shall
be borne by the Contractor.

3.6 Utility Services

Where any valve, hydrant or other surface fitting of a utility service occurs in the area to be constructed,
the Contractor shall ensure it is not damaged by the Contractor's operations. The Contract provides for
the Contractor to adjust the levels of cast iron boxes and fittings to suit new footpath levels. Generally all
these items are to be left flush with the final footpath levels or 25 mm above non-paved areas at the
completion of the Project.

3.7 Erosion and Sediment Control

During construction and upon completion of earthworks the Contractor is to undertake erosion and

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sediment control measures to the satisfaction of the Superintendent and the Local Council.

The Contract documents include a drawing indicating suggested Sediment and Erosion Control
measures. Notwithstanding the detail shown on the drawings, the Contractor shall be solely responsible
for planning and managing the works to minimise erosion and silt migration from the site.

It is expected that control measures will include the following:

» Control over surface runoff by:
— construction of interception drains to divert runoff from undisturbed areas around the works area:
— installation of temporary drains;
- early stabilisation of floodways;

— use of straw bales, silt fences, swales, contour ploughing or ripping, dozer cleat impressions,
spreader banks.

» Limitation of movement of equipment and vehicles to:
~ asingle entrance of stabilised construction;
— prepared parking areas delineated by temporary fencing.
» Minimisation of the area exposed by:
— staging of clearing operations;
— progressive stabilisation of the works as completed;
= provision of temporary grassing;
- contour ploughing to disturbed areas.
» Construction of sediment control measures such as:
- sediment retention ponds;
— sediment basins;
— sediment traps;
- silt fences;
- buffer zones.
Where the control measures include sediment retention ponds:

» the ponds shall be kept empty of water for the longest possible duration;

» the Contractor shall remove and dispose of accumulated materials from the ponds as often as is
necessary to maintain their interception capacity at least at 90% of the design volume of the pond.

Specific erosion control measures shall include the following:

Protection of road formations

Road formations shail be protected from the effects of erosion and deposition. Earthworks shall be
graded to drain without ponding at all stages. Where runoff must cross the formation, the Contractor
shall ensure that the stream is a broad sheet flow that crosses roughly perpendicular to the alignment

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and minimises the likelihood of subgrade softening.

Stockpiles

Where locations are not otherwise nominated in the Contract, stockpiles shall be placed to minimise
effects on site and adjacent areas. Stockpiles shall be clear of natural drainage lines, and temporary
drainage shall be provided where necessary.

Protection of Completed Earthworks

In areas where earthworks, including open drains, have been completed and no further treatment is
specified other than topsoiling and grassing or hydroseeding, then such topsoiling and grassing or
hydroseeding shall be carried out at the earliest practicable date. In no case shall earthworks be left
unprotected for more than 28 days after formation.

Reinstatement
Any temporary drains or drainage structures shall be removed when no longer required.

The sediment and erosion control measures are required to be provided, operated, maintained and
replaced by the Contractor as necessary, until issue of the Final Certificate.

All costs incurred by the Contractor as a result of complying with requirements for installation of erosion
and sediment control measures shall be borne by the Contractor. The cost of such works shall be
deemed to be included in the Contractor's Tendered Lump Sum and no extra payment will be made for
these works.

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4, Pavements

4.1 Gravel Pavements

4.1.1 Materials

Pavement materials shall be of uniform approved quality and may be rejected if they contain quantities of
earth, clay or vegetable matter that, in the opinion of the Superintendent, render them unsuitable.

The quality and thickness shown or ordered for each course shall be the minimum allowable thickness
for that particular course.

Pavement materials shall conform to the Local Council specification requirements as follows:

Base Queensland Department of Main Roads Type 2.1
Sub base Queensland Department of Main Roads Type 2.3

The Contractor shall submit test certificates for the paving materials he proposes to use and the
materials shall be approved by the Superintendent before paving is commenced.

4.1.2 Compaction of Pavements

Paving materials shall be compacted at a suitable moisture content to a density that shall be not less
than 100% relative dry density (standard compaction).

Rolling shall start at the edges and finish at the centre of the pavement and successive passes shall
overlap. Rolling of each layer shall continue until the specified compaction is obtained.

Paving shall be compacted in layers of not less than 75mm and not more than 200mm compacted
thickness.

After compaction of the pavement the whole of the surface shall be watered then rolled with a steel
wheel roller to give a hard, dense, tightly locked, stone mosaic surface that is free of lenses, compaction
planes and caking.

For pavement, the following geometric tolerances will apply:

 

 

 

 

 

 

 

 

Course Design Primary Layer Thickness
Level Tolerance Tolerance
Subbase +20mm + 40mm
- 20mm - 20mm
Base +10mm +15mm
-10mm - 15mm
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Additional Tolerances

» The deviation from a 3m long straight edge placed anywhere on the surface of the base layer shall
not exceed 25mm for subbase and 15mm for base layer.

Transverse to the centre line and between any two points more than 2m apart, the crossfall shall not
depart from the crossfall shown in the documents by more than 0.5% absolute.

4.1.3 Final Trim

Following placement and compaction of the base course material, the whole of the surface of the base
course shall be final graded and trimmed to the specified tolerances so as to leave a hard, dense, tightly
packed surface free of lenses, compaction planes and caking.

Asphaltic concrete surfacing shall not be commenced until the profile, surface, compaction, quality and
finish of the pavement have been inspected and confirmed satisfactory.

4.1.4 Quality Control Testing

The cost of all testing of materials to ensure quality control during construction shall be borne by the
Contractor. If processed samples are unsatisfactory, cost of additional necessary testing will also be
bome by the Contractor.

The Contractor shall comply with the Quality Assurance requirements as specified herein.
» Pavement Quality Tests as follows:

~ Gradings, Atterbergs and Soaked CBRs (for each pavement course, 1 test for each 400m of
material);

- Tests to determine properties in accordance with Local Council specification (for each pavement
course 1 test for each source of material supplied).

» Pavement Compaction Tests:

— Test each pavement course layer at the rate of 1 test per 1,000m? with a minimum of three (3)
tests per sample area.

» Pavement Geometric Tolerances:

— Primary Level (along centreline at every chainage cross section given in plans or every 25m,
whichever is lesser of the two);

— Straight Edge Deviation (left and right hand side at every chainage cross section given in plans or
every 25m, whichever is the lesser of the two).

- Crossfall (ss above).
4.2 Subsoil Drains

4.2.1 Construction

Subsoil drainage shall be constructed in accordance with the construction drawings provided.

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Subsoil drains of the type specified or as directed by the Superintendent shail be installed at same grade
as kerb and channel.

Unless specified otherwise, subsoil drainage trenches shall incorporate geotextile material lining the
trench. in areas where the natural soil could cause blockage of the geotextile material and the ultimate
failure of the Pavement Subsoil Drainage system, the Superintendent may advise the following if
applicable:

» Whether the trench shall incorporate geotextile material.

» What type of alternative subsoil drainage backfill material (in accordance with this specification) shall
be used.

» Whether the spacing of the subsoil drainage clean out points can be decreased from the specified
requirements.

Subsoil Drainage clean outs shall be constructed in accordance with the construction drawings provided,
and shall preferably be located with the upstream flushing point internally within a stormwater gully pit or
manhole. The maximum spacing of subsoil drainage clean outs shall be not greater than 50 metres
apart.

No construction equipment shall stand or travel! directly on subsoil drain material or constructed drains
without approval.

Payment shall be made at the rate shown in the Schedule for the actual length installed.

Minimum cover for various compacters over the drain shall be unless approved otherwise:

Hand Held Units - 100 mm
Units <15 Tonnes - 200 mm
Units >15 Tonnes - 300 mm

4.2.2 Material Requirements

Trench backfill material shall be crushed or granular material that conforms to the grading requirements
shown below:

 

 

 

 

 

 

 

 

 

 

 

AS Sieve Size (mm) | Percentage Passing by Mass
19.0 85-100
9.5 0-20
4.75 0-5
1.18 :
0.30 -
0.15 -
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las Sieve Size (mm) Percentage Passing by, Massii,

0.075 0-2

 

 

 

 

 

Column 1 backfill material may be used in trenches either incorporating geotextile material or not
incorporating geotextile material. This material is consistent with the requirements for a 20mm concrete
aggregate in accordance with AS 2758.1

Drainage pipes and associated fittings and jointing procedures shall comply with the requirements
specified in the following reference:

» Plastic pipes (Perforated) : AS 2439-Part 1 ‘Perforated Drainage Pipe and Associated Fittings’

Perforations shall not exceed 0.7mm diameter or width.

4.2.3 Subsoil Drainage Geotextile Material

Geotextile material used in subsoil drains shall be a non-woven type and shall have the following
properties prior to exposure to sunlight at the site.

» Geotextile strength rating (G) of greater than 900

» Flowrate under 100 mm constant head as determined using the Permittivity Test procedures stated
in AS 3706.9 of greater than 50 Um?*s.

» Equivalent opening size (EOS) of the geotextite as determined using the procedures stated in
AS 3706.7 of less than 200 micro metres for granular soils (i.e., D50s greater than 75 micro metres)
and the EOS of less than 85 micro metres for cohesive soils (i.e., D50s less than 75 micro metres).

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5. Stormwater Drainage

5.1 Culverts and Pipework

Gully pits, pipe ends and grates shall comply with the requirements of the drawings and the standards of
the Local Authority and IPWEAQ.

Reinforced concrete pipes shall be of the class and joint type as shown on drawings. All pipes shall be
supplied and delivered in accordance with the requirements of AS 4058.

Installation shall conform to the requirements of AS 3725.

Fibre reinforced concrete pipes may be considered an alternative and shall conform to the AS 4139.
Pipes of the same diameter and class can be used in lieu of Reinforced Concrete Pipes. Where rubber
ting joints are specified the ‘V’ section rubber ring shall be used and is to be jointed using the
manufacturer's lubricant. Installation of FRC pipes shall be in strict accordance with the Manufacturer's
specifications.

Reinforced Concrete Box Culverts shall be of the ‘Inverted U’ type unless specified otherwise and shall
confomn in all respects to the current edition of AS 1597.

5.2 Excavation

The trench width for both trench condition and embankment condition shall be as shown on the
drawings.

For an embankment installation, the positive projection of the pipe shall be 0.9 times the pipe outside
diameter, or less. Where the projection of the pipe above natural ground surface is greater than 0.9
times pipe outside diameter, it will be necessary to construct the embankment to a height above top of
bed level at least equal to 0.1 times pipe outside diameter, prior to laying the pipe, and to a width equa!
to at least of 1.0 times pipe nominal diameter on each side of the pipeline trench wall.

The embankment shall be constructed in accordance with the specification for earthworks. A trench is
then to be cut through the constructed embankment.

The required trench for the installation, to the width and depth shown on the drawings, shall be
excavated centrally through the above compacted select fill material.

Excavation shall be to line and level shown on the drawings, to provide for a pipe bed zone, for the
following trench width and thickness:-

» 100mm for pipe nominal diameter < 1 500mm
» 150mm for pipe nominal diameter > 1 500mm

Should the excavation to the required foundation at the bottom of the bed evel reveal material, which in
the opinion of the Superintendent is unsuitable, the trench shall be over-excavated to a depth required to
remove the unsuitable material and refilled with compacted material conforming to the requirements for
the Bed Zone.

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At all times the requirements of the Workplace Health and Safety Act shall be complied with and all
works shall be made safe during the performance of such activities.

During construction all care should be taken to ensure any water that may interfere with the progress of
the works shall be diverted to keep the trenches and excavations free from water so as to prevent any
damage to the works due to flooding or other causes.

The necessary pumping items shall be kept on hand to ensure the excavation is constantly dewatered
during the progress of the works.

5.3 Bedding

Pipes are to be bedded in 5-10mm crushed rock screenings. Bedding material shall be placed as
detailed on the design drawings and/or in accordance with Local Authority Standards.

Where soft unstable foundation material is excavated below the invert, backfill material shail consist of
gravel, crushed stone or other suitable material.

All material directly in contact with the pipe shall be within a pH range 4-9 and have a resistivity greater
than 500 ohm cms.

Select fill may be cement stabilised. Details of the proposed stabilised material shall be approved by the
Superintendent prior to installation.

The Bed Zone shall be placed to the final required thickness. The bed material shall extend over the full
width of the trench and shall be compacted by tamping, rolling and/or vibration to a minimum Density
Index (Dl) of 50.

Compaction achieved shall be monitored by field testing as directed by the Superintendent.

The bed leve! shall be graded to provide for a uniform fall to the discharging end of the pipeline, with line
and leve! as shown on the drawings.

For pipes with sockets protruding beyond the barrel outside surface, chases shall be dug into the bed
and foundation if necessary, in the appropriate positions, so that each pipe is supported along the full
length of the barrel and the socket is not subjected to point loading.

5.4 Laying and Jointing of Pipes

5.4.1 Concrete and Fibre Reinforced Concrete Pipes

Pipe laying shall begin at the downstream end of the line with the socket or grooved end of the pipe
facing upstream. When the pipes are laid, the barrel of each pipe shall be in contact with the bedding
material throughout its full length.

External joints shall be taped with the manufacturer's supplied tape or rubber external sand bands upon
final bedding and alignment.

Lifting holes in pipes shall be plugged with 3:1 sand cement mortar, precast tapered concrete plugs, tape

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surrounded, or other approved means prior to backfill material being placed.

Joints shall not be made under water. The trench must be dewatered to facilitate joint making and
inspection. Precautions must be taken to prevent erosion of joint material by moving currents of water.

Drainage lines shall be constructed with a tolerance of 10mm in line or level over any section 30m in
length (providing each pipe unit has a fall in the direction of flow) from the alignment and levels shown on
the drawings.

All concrete used in drainage works shall, unless otherwise specified or shown on the drawings, be
Class N25 concrete in accordance with AS 3600.

§.4.2 Reinforced Concrete Box Culverts

The base of the box culvert shall be laid true to line and grade before the upper U Portion of the box
culvert segments are laid.

All construction methods, tolerances and requirements for box culverts shall conform to the requirements
detailed in Queensland Transport Standard Specification MRS 11.03.

5.5 Backfilling

5.5.1 Backfill

Unless shown otherwise in the construction drawings, backfill material shall generally be selected fill
material, not markedly different in character from the surrounding soil and free from large stones, lumps
of clay, topsoil, tree roots and other rubbish. It shall have an even grading free of lumps retained on a
75mm sieve and free of stones retained on a 25mm sieve.

§.5.2 Concrete and Fibre Reinforced Pipes

Backfilling requires great care, and lack of attention to its selection, placement and compaction may lead
to damage to a new pipeline or to other underground services adjacent to the pipeline or to neighbouring
structures. The trench should be backfilled as soon as possible after pipes are laid.

Compaction standards for Backfill material shall conform to the following requirements. The level of
compaction required shall be as follows:

Note: Compaction requirements are with reference to the relevant Test Methods
contained in AS 1289.

For trench installations, mechanical compacters shall be used. Where impact tampers are used, caution
must be exercised not to allow a direct blow on the pipe. The material should be compacted at near
optimum moisture content and should be brought up evenly in layers not exceeding 150mm on both
sides of the pipe up to 150mm over the pipe. It should not be bulldozed into the trench nor dropped
directly on the pipe.

Heavy mechanical equipment must not be used for tamping of backfill or be permitted to run over

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pipelines at shallow depths except at prepared crossing places and where approved.

For normal trench conditions the remainder of the trench shall be refilled to natural surface level with
ordinary fill material. It shall be placed evenly in 150mm to 300mm layers, and be tamped thoroughly.

The backfilling should be completed as soon as possible after pipe laying, and before the pipeline is
charged with water. This will avoid the risk of pipes floating if the trench becomes flooded.

Testing to confirm that the backfill has been compacted shall be carried out at the rate of at least 1 test
per 100 metres length of trench.

Refilling of sheeted trenches shall be carried out to the following requirements:

» No struts, waling or other supports shall be removed until the top of compacted refilling has reached
the level of these supports.

» No wall sheeting is to be totally removed from the trench until the level of the compacted refill is within
150mm of the surface.

» No wall sheeting is to be removed, in dewatered trenches, until the level in water table between
natural ground and natural refill material is less than 500mm.

» The wall sheeting is to be withdrawn or removed in such a manner that the pipe and compacted bed
and haunch support are not disturbed during such withdrawal or removal.

5.6 Intet Drains, Outlet Drains and Open Unlined Drains

Inlet and outlet drains and open unlined drains shall be formed for such lengths, widths, depths and
gradients as will ensure complete drainage, where shown on the drawings.

Catch drains to field inlets shall be constructed to the detail and in the locations shown on the drawings
and as directed by the Superintendent. The Superintendent may approve slight variations in alignment
where necessary to avoid natural obstacles such as large trees.

5.7 Concrete Kerbs and Kerb and Channel
The profites of the kerbs and kerb and channel shall comply with the details shown on the drawings.

The concrete kerbs and kerb and channel shall be laid on the compacted subbase gravel true to line and
tevels shown on the drawings. Subbase gravel pavement under the kerb and channel! shall be no less
than 100mm compacted thickness or as shown on the drawings.

The concrete used shall be Class N32 and its manufacture and placement shall comply with the
requirements of AS 1379 — Ready-mixed Concrete. Where a kerb and channel machine is used, the
maximum slump shall be 20mm and additional fines may be needed to produce a satisfactory result.

Kerbs and kerb and channel shall be constructed by means of an approved concrete extrusion machine.

Shortly after placing with the machine, the kerbs and kerb and channel shall be neatly grooved at 3m
intervals around the exposed faces of concrete. The groove shall be made with a trowel or similar tool to
a depth of 40mm into the newly laid concrete. The groove shall be perpendicular to the line of the kerb

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over the whole of its length and shall not be more than 6mm wide.

Kerbs and kerb and channel shall be laid so that the surface does not vary more than 10mm from the line
and level shown on the drawings and any irregularities shall not vary more than 10mm from the bottom
edge of a 3m straight edge, due allowance being made for any specified vertical curvature.

Also the difference between the deviations from correct levels at any two points 30m apart shall not
exceed 30mm.

Kerb and channelling damaged during any phase of the work shall be removed from the site by the
Contractor at his own expense. The actual sections of damaged kerb and channel to be removed will be
indicated by the Superintendent. The Contractor shall replace all damaged sections with new kerb and
channel of matching profile at his own expense, all work being to the satisfaction of the Superintendent.

5.8 Reinforced Concrete

Materials and construction requirements shall conform to AS 3600.

5.9 Stone Pitching

Stone pitching shall be !aid where shown on the drawings or where directed by the Superintendent and
shall be composed of sound igneous, metamorphic or approved sedimentary rock which will not
disintegrate in water.

The stone shall be not less than 0.015m° and generally no dimensions shall be less than 200mm but,
where the superficial area of the stone is 1 000cm’ or greater, the depth may be reduced to 150mm. The
stones shall be properly bedded to even planes on a bed of mortar of 25mm minimum thickness and
wedged together with broken rock and shall be grouted with cement mortar. Stones shall be placed so as
to form irregular joints. All stone shall be interlocked and wedged with smaller size rock as necessary, so
that no single rock may be easily dislodged and no large voids remain between rocks. All stone pitched
faces must be stable prior to grouting with mortar.

The mortar shall consist of 1 part of Portland cement to 3 parts of approved sand by volume. Materials
shall be as specified in the attached drawings.

The mortar shall be applied by means of a trowel and shall be worked between the stones so that the
interstices are completely filled. The grouted stone must be shaded and kept damp for at least 48 hours.
After the mortar has set, if any stones are not firmly held in position, the mortar shall be removed around
such loose stones and the area regrouted.

Rock surfaces shall be cleaned free of any coating of cement mortar exposing the faces of the rock.

The area of cement grouted stone pitching for the purposes of payment shall be taken to be the net
exposed or upper surface area and payment will be made at the Schedule rate only for the quantity
which is actually ordered by the Superintendent and laid.

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5.10 Manholes and Kerb Inlet/Gully Pits

Kerb inlet pits shall be built to accommodate pipes as shown on the drawings and standard drawings.
Concrete shall be Class N25. Manhole step irons shall be made to the pattern shown on the drawings.
After fabrication they shall be hot dip galvanised.

The joints between gullies/manholes and pipes shall be made watertight using cement mortar. The
mortar shail be used within one hour of mixing and shall not be retempered. The joints shall be finished
to provide smooth surfaces, uniform with the inner surfaces of the structure.

Concrete benching shall be shaped to the shapes specified and shall have smooth, even surfaces and
neat edges. Step irons shall be installed horizontal, vertically in line, and shall project uniformly from the
walls, where the depth of the structure is greater than 1.5m.

Where step irons are not cast-in-place, they shall be epoxy mortared into drilled holes. The joints
between the step irons and the walls shall be completely filled so that the step irons are held rigid and
the joints are watertight.

Manhole covers and frames shall be of the best grade cast iron, sound without twists and free from sand,
air holes, blisters, flaws or other defects to the dimensions shown on the drawings. They shall seat
evenly all around the frame without any tendency to pinch or pivot about a point.

Grates for pits shall be supplied and installed as shown on the drawings.

Temporary inlet pits shall be provided with adequate barriers to satisfy the Workplace Health and Safety
Act.

Concrete top slabs in Manholes shall be jointed to the walls using cement mortar or epoxy mortar. The
opening in the top slab shall be closed with temporary covers, after which excavations shall be backfilled.
Cast in situ concrete surrounds shall be constructed on the top slabs to encase the frames. Alternatively,
precast concrete surrounds may be employed, using epoxy mortared joints.

Temporary covers to Gullies and Manholes may remain in position and installation of the frames and
surrounds deferred until pavement construction has reached a stage where the frames and surrounds
can be positioned accurately. Where construction is in a staged format, the joint between each pour
shall be suitably roughened to ensure an adequate bind and seal is achieved between the successive
concrete pours.

§.10.1 Field Inlets

Field inlets of types scheduled shall be constructed to the details shown on the standard drawings.

Temporary inlet pits shall be provided with ‘childproof’ grates and adequate barrier fencing.
5.11 Headwalls, Wingwalls and Aprons

5.11.1 Precast Concrete Units

Precast concrete units shall be proprietary products manufactured by a recognised, quality assured

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company. The units are to be delivered and installed undamaged in accordance with the manufacturer's
recommendations and as shown on the design drawings.

§.11.2 Cast In Situ

Where necessary, localised excavations shall be carried out to allow construction of cast in situ end
structures.

Cast in situ endwalls, wingwalls and aprons shall be constructed to the dimensions and other
requirements shown on the Design Drawings.

Concrete work shall comply with the requirements specified in Section 6 - Concrete Work. Construction
of endwalls and wingwalls shall include the construction of integral cutoff walls, where required.

5.12 Gross Pollutant Traps

Gross pollutant traps are to be built according to the manufacturer’s specifications and are to meet
Australian and New Zealand Environment Conservation Council (ANZECC) guidelines.

The gross pollutant traps shall be built to accommodate pipes and pipe grades as shown on the
drawings.

Gross pollutant traps shall comply with the following technical requirements:

 

Capture of gross pollutant > 3mm 98%

 

Capture of gross pollutant > 0.211mm 98%

 

Collection of free oil and grease at design flow 97%

 

Treatable flow rate for structure E7/2 0.299m*/s (1 in 20 year event)

 

Treatable flow rate for structure E7/5 0.182m*/s (1 in 20 year event)

 

 

 

 

5.13 Geometric Tolerances

The tolerances for the construction of Stormwater Drainage Works shall comply with the following:

 

 

 

Invert Levels + 10mm - 10mm
Surface Levels + 50mm - 50mm
Structure Locations within 100mm of design on the site

within 50mm of design longitudinally along roadway

within 10mm of design at right angles to road centreline

 

Crest and Spillways of Detention Basins | shall be trimmed to + 10mm, - 10mm of design

 

 

 

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6. Concrete Work

6.1 Materials and Construction Requirements

Materials and construction requirements for concrete shall be in accordance with Section 19 of Australian
Standard AS 3600. Materials used for concrete work shall comply with Australian Standards listed in
Clause 19.1 of AS 3600. All concrete used in this contract shall be manufactured in accordance with AS
1379.

All concrete to be incorporated in the works shall be sourced from a quality assured Readymix Concrete
Supplier.

Concrete materials shall be proportioned so that when manufactured in accordance with AS 1379 and
transported, placed, compacted, finished and cured in accordance with AS 3600 and this Specification,
the hardened concrete will satisfy the design requirements for strength, serviceability and durability.
Type GP cement shall be used.

A manufacturer's certificate in the form of a delivery docket in accordance with AS 1379 shall be supplied
for each batch and shall be retained by the Contractor. Such certificates shall be held and maintained in
the Contractors quality records for the project. Further, the Contractor shall obtain a statement from the
manufacturer qualifying the quality standard of the concrete in accordance with the requirements as
specified herein.

No admixtures shall be used without the written approval of the Superintendent. The Contractor shall
submit full details of the mix proportions intended to be used for this contract.

The Contractor shall advise the Superintendent of the name of his intended concrete supplier for the
Superintendent's review and approval, if acceptable. The Contractor shall advise whether his concrete
supplier's manufacturing plant complies with AS 3600, in regard to production of standard strength
grades of concrete.

All aggregates shall comply with the requirements of AS 2758.1 "Concrete Aggregates".

6.2 Concrete Strength Criteria

All concrete work is specified as normal class concrete or special class as shown on the Notes on the
drawings.

6.3 Rejection of Concrete
The provisions of Clause 19.1.7 of AS 3600 shall be read in full as part of this specification.

6.4 Testing and Assessment for Compliance of Concrete Specified by
Compressive Strength

All concrete shall be subject to production assessment in accordance with AS 3600 Section 19. Prior to
the commencement of concrete work, the Contractor shall advise which procedure is to be used for

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production assessment in accordance with Section 19 of AS 3600 and submit satisfactory evidence that
the qualifications for a controlled strength grade have been met, if appropriate.

All concrete shall also be subject to project assessment of strength in accordance with Section 19 of AS
3600. The frequency of sampling shall not be less than the following:

 

 

 

 

 

Size of concrete pour No. of samples

0-5m° 1

5-10m° 2

10 - 25m? 3

Greater than 25 m? 3 for the first 25 m* plus 1 for each additional 25 m°.

 

 

 

 

Note that two (2) test cylinders are required from each sample.

6.5 Costs for all Testing

The Contractor shall be responsible for the performance of all tests and shall meet the cost of all testing
associated with the concrete work for all classes of concrete specified including normal and special
grades. All testing shall be carried out in a laboratory registered by NATA and test certificates shall be
issued to the Superintendent within two (2) working days after test results have been received from the
testing authority. In particular this refers to the compression testing of concrete specimens.

Testing for consistency of concrete by the slump test shall be performed on site on every batch of
concrete delivered to the site. The target slump for all concrete shall be 70-90 mm unless specified
otherwise in this specification. The slump tests shall be performed by a person approved by the
Superintendent and competent to perform these tasks in accordance with the Australian Standard
method. All costs are the responsibility of the Contractor. All concrete slump tests shall be recorded in a
"Concrete Records book" kept on site by the Contractor.

6.6 Reinforcement

The material and construction requirements for reinforcing steel shall be in accordance with Clause 19.2
of AS 3600. The Contractor shall be responsible to ensure that reinforcement is placed and held in
position during a concreting operation. The tolerance on position of reinforcement shall comply with
Clause 19.5.3 of AS 3600. Reinforcement shall be 500N grade to AS4671.

If reinforcing is in storage on the site, it shall be covered to protect it from the weather and shall be stored
off the ground.

6.7 Handling and Placing of Concrete
No concrete shall be placed in water without the permission of the Superintendent.

Before placing any concrete, all debris of any description shall be removed from the spaces to be
occupied by the concrete, all reinforcement and the surfaces of the forms shall be cleaned and the forms

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shall be thoroughly wetted. When concreting is scheduled in exposed, hot locations, such wetting shall
continue until the temperature of reinforcement and forms is not higher than 32°C.

No concrete shall be placed until the positioning and fastening of the reinforcement, forms and supports,
or the foundation as the case may be, have been inspected and approved by the Superintendent.

Any flow of water into an excavation shall be diverted through proper side drains to a sump, or be
removed by other approved methods that will avoid washing the freshly deposited concrete. If directed
by the Superintendent, water vent pipes and drains shall be filled by grouting or otherwise after the
concrete has thoroughly hardened.

Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable by
methods that prevent the separation or loss of ingredients. Mixing and transporting equipment shall be
free from hardened concrete and foreign materials on the inner surface. The concrete shall be deposited
in the form as near as practicable in its final position to avoid rehandling. It shall be so deposited as to
maintain, until the completion of the unit, a surface approximately horizontal. The depositing of large
quantities of concrete at any one point and running or working it along the forms will not be allowed.

Concrete shall be gently placed in position and shall not be poured from a height greater than 1.2 m into
the forms unless suitable chutes approved by the Superintendent are provided. Such chutes shall be of
metal, or metal-lined, and the angle and shape of the chutes shall allow the concrete to flow without
separation of the ingredients. Chutes must be properly baffled or hooded at the discharging end to
prevent separation of the aggregates. The delivery end of the chute shall be as close as possible to the
point of deposit. The chute shall be thoroughly flushed with water before and after each run, the water
used for this purpose being discharged outside the forms.

Concrete shall be deposited continuously and as rapidly as practicable until the unit of operations
approved by the Superintendent is completed. Any concrete which has taken its initial set shall be
tejected and under no circumstances shail concrete remain longer than 60 minutes after mixing before
being used.

Concrete that has partly set shall not be used and retempering or the addition of more water will not be
permitted after concrete has left the mixer or mixing board.

Concrete shall not be placed if the ambient air temperature is likely to be greater than 45°C during
placement or within two (2) hours subsequent to placement.

If the ambient air temperature measured at the point of placement is likely to exceed 35°C during placing
and finishing operations, the Contractor shall take practical precautions to ensure that the concrete can
be placed and finished without defects, otherwise it shall be rejected. Typical precautions include those
listed below.

4. At the Concrete Manufacturing Plant
» Shading aggregate stockpiles;
» Painting water tanks white;

» Insulating or burying delivery lines;

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Adding crushed ice to replace mixing water (in part) or chilling the water;

Injection of liquid nitrogen into the mixer.

2. At the Site

» Cooling the formwork by dampening with water sprays;

» Shading the work areas;

» Erecting wind breaks;

» Minimising the time for placing and finishing;

» Use of evaporation retarding curing oil.

Special attention shall be paid to providing early curing for hot weather concreting operations.

The concrete shall have a temperature not higher than 35°C when placed, which shall be achieved by
using the above precautions if necessary.

6.8 Compacting of Concrete

Concrete during placing shall be thoroughly compacted using immersion vibrators of approved type and
such spading tools or measures as necessary to ensure the elimination of segregation and voids and to
compact the concrete around the reinforcement and into the corners of the forms.

The Contractor shall keep in hand on site one spare vibrator for emergency use.

Depth and rate of placement of concrete shall be such that preceding layers shall remain in a soft and
plastic state when covered by each succeeding lift or layer. Vibration and other compaction measures
shall extend through full depth of each layer of fresh concrete and into the preceding layer to completely
compact successive batches and merge them with each other. The vibrator shall not be allowed to
penetrate into partially hardened concrete or to disturb reinforcement.

Vibration shall not continue for more than 30 seconds in one position. If pools of grout, water or laitance
form readily during vibration the concrete mixture shall be modified as ordered by the Superintendent.

6.9 Construction Joints

Construction joints shall be made where shown on the drawings or in locations approved by the
Superintendent. In general, concrete pours shall be made in as large a section as possible to minimise
the number of construction joints required. Where stoppage of concreting operations occurs for any
treason, construction joints shall be placed either horizontally or vertically as needed, provided with keys
to resist shear, and dowels to develop bond as directed by the Superintendent. All reinforcement shall
continue through construction joints.

Before depositing new concrete against concrete which has hardened, the forms shall be re-tightened
and the surface of the old concrete shall have all loose projecting aggregate, laitance, and other
objectionable substances removed, shall be roughened by scabbling or other suitable means as required
by the Superintendent, and shall be thoroughly washed and saturated with clean water. After excess

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water has been removed, a layer of cement mortar of similar composition to that embodied in the new
concrete, excluding the large aggregate and of plastic consistency, about 12 mm in thickness shall be
thoroughly broomed and brushed over the prepared surface and worked into all crevices and
depressions after which the new concrete shall be placed immediately so as to make a thoroughly
bonded and watertight joint.

6.10 Formwork
Formwork shall be in accordance with SAA Formwork Code AS 3610.

The Contractor shall supply, erect and maintain in good condition all forms necessary for shaping the
concrete.

All plans of forms and falsework must be submitted to the Superintendent for approval before their
construction is undertaken. All forms must be approved by the Superintendent before concrete is placed
and forms found unsatisfactory in any respect shall not be used.

Notwithstanding the approval of forms and falsework by the Superintendent, the Contractor shail bear full
responsibility for the safety of all forms and falsework, and for carrying out the work in full accordance
with the drawings and this specification.

All forms shall be constructed of wood or metal and shall be built mortar-tight and of sufficient rigidity to
prevent distortion due to the pressure of the concrete and other forces incidental to the construction
operations. Forms shall be constructed and maintained so as to prevent warping and the opening of
joints due to shrinkage of the timber.

All timber used in the manufacture of the forms must be approved by the Superintendent, and where
timber is used for formwork for exposed surfaces, the forms shall be made of dressed timber of uniform
thickness.

The forms shall be substantial and unyielding and shall be so designed that the finished concrete will
confom to the shape, lines and dimensions as called for on the drawings. All exposed concrete edges
shall have a 20 mm chamfer unless otherwise indicated and this shall be obtained by the use of angle
fillets in the angles of the forms. Exposed re-entrant corners shall have a 20 mm fillet unless otherwise
indicated.

The inside of forms shall be coated with non-staining mineral oil or other approved material which shall
be applied before the reinforcement is placed.

The method for holding forms in position shall be approved by the Superintendent. Any bolts supporting
forms shall be so greased and arranged that they may be removed from the concrete after removal of
forms without excessive jarring or hammering and without injury to the concrete surfaces by spalling or
otherwise. When the bolts have been withdrawn, the holes shall be filled with cement mortar and well
rammed into position. Tie wires passing through the concrete will not be permitted.

Where bolts or rods acting as internal ties are to be left in position, they shall be so arranged that when
the forms are removed no metal shall be within the clear cover requirements of any surface. Resulting
cavities shall be packed with cement mortar.

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Forms may be used repeatedly provided they are maintained in a serviceable condition and are
thoroughly cleaned and re-oiled before being re-used.

The removal of forms shall not be commenced until the concrete has attained the necessary strength to
support its own mass and any construction live loads.

Uniess otherwise specified, forms and falsework shall remain in position until the times stated below
have elapsed after completion of concreting.

» Non structural concrete:

— Until such time as the concrete has reached 50% of the characteristic 28 day strength or a period
of 3 days, whichever is the lesser.

» Structural concrete:
Soffits of slabs, headstock and diaphragms
— Until such time as the concrete has reached 70% of the characteristic 28 day strength of 7 days,
whichever is the lesser.
Side forms on structural concrete

- 3days minimum.
Forms shall be removed with a minimum of hammering, !evering or wedging.

Forms of vertical walls and foundations may be stripped forty-eight (48) hours after placing of the
concrete unless otherwise required by the Superintendent, but no force of any kind shall be applied to
the concrete for seven (7) days after the placing of the concrete. Forms for horizontal slabs shall not be
removed for a minimum of seven (7) days after pouring.

Loosening of forms in preparation for stripping shall in no case be commenced prior to the elapse of the
appropriate minimum period as specified above.

6.11 Curing of Concrete

All concrete surfaces, when not protected by forms or approved membrane curing compounds, must be
kept constantly wet for a period of not less than seven (7) days after concrete is placed. If wooden forms
are left in place they shall be wet at all times during the curing period. Wet curing of vertical surfaces of
concrete after removal of forms may be accomplished by covering with hessian kept continuously wet.

Horizontal surfaces may be wet cured by the same methods or by covering with a layer of sand or
sawdust kept continuously wet, or by ponded water.

Membrane curing may be substituted for wet curing when approved by the Superintendent. Membrane
curing compound shall not be applied to the surface of construction joints or bearing areas where
concrete or grout is subsequently to be placed. Only approved non-staining liquid membrane-forming
compounds are to be used.

The compound shall be applied in strict accordance with the manufacturer's specification and shall be
sprayed on as soon as the surface water has disappeared.

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The compound shall be applied by spraying with pressure tank equipment having provision for continual
agitation of contents during application. Where forms are removed during the curing period the exposed
concrete shall be lightly sprayed with water and such moistening continued until the surface will not
readily absorb more water, and as soon as the moisture film has disappeared the curing compound shall
be applied to the concrete surface.

6.12 Surface Finish

All concrete surfaces shall be true and free from stone pockets, depressions or projections beyond the
surface. All arrises shall be perfectly sharp and true and all mouldings evenly mitred. Care shall be
exercised in removing forms to ensure this result. As soon as the forms are removed, all rough places,
holes and porous spots shall be repaired by removing defective work and filling with stiff cement mortar
having the same proportions of cement and sand as was used in the concrete, and brought to an even
finish.

Bolts shall be removed and the cavities filled as described in Clause “ Formwork”

Concrete surfaces shall comply with the following classes set out in Australian Standard AS 1510 Part 1.
Contro! of Concrete Surfaces - Formwork or as required below.

» Formed exposed surfaces - Class 2
» Formed backfilled surfaces - Class 5
» Top Surfaces - steel trowel

For Class 2 surfaces blow holes greater than 12 mm are not permitted. All exposed surfaces shall be
even and true to shape, free from mortar fins, form marks or other irregularities. All Class 2 surfaces
shall be protected from staining due to mortar runs or splashing, reinforcement exposure, timber or
curing processes.

Any Class 2 surfaces not complying with this standard are to be brought to a smooth even textured finish
by bag rubbing and grinding as required.

Any staining to surfaces exposed to view shall be removed by rubbing with a carborundum block and
water until a uniform textured surface is achieved. The paste formed in the process is to be rubbed off
after drying with a dry hessian or canvas.

Plastering and mortar capping to concrete will not be permitted.

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7. Topsoiling and Grassing

7.1 General

The Contractor shall topsoil and grass all bare areas remaining within the area affected by earthworks as
detailed in the drawings. This shall include cuts, fills, batters and drainage works. The tendered sum
shall include all operations necessary to produce grass cover in accordance with this specification.

Grass seeding shall be carried out to all of the topsoiled areas unless noted otherwise.

The Contractor shall be responsible for maintenance of the areas grassed until (a) the end of the Defects
Liability Period; or (b) handover of playing fields to Council. Maintenance of the grassed areas shall
include mowing, watering as necessary, and top-dressing where required to ensure an even grass
surface.

7.2 Topsoil Operations

7.2.1 Topsoil Treatment

Generally, topsoil for use on the Site shall be obtained by stripping the original topsoil from those areas
affected by earthworks.

The stripped topsoil is to be tested and conditioned prior to replacing. Additional testing of the topsoil at
time of earthworks is to be undertaken to confirm soil conditioning required and this cost of this testing is
deemed to be included in the tendered lump sum.

tmported topsoil will only be required if ordered by the Superintendent. The topsoil shall be of good
quality to achieve the necessary grass cover and to the satisfaction to the Superintendent.

Payment for imported topsoil will be made for the in situ volume using the rate specified in the
appropriate Provisional Item in the Schedule of Tender Lump Sum. If no such item exists, payment shall
be made at a rate agreed between the Principal and the Contractor.

Topsoil shall be temporarily stockpiled onsite, but no stockpile shall exceed 1.2m in height. No vehicle
shall be permitted to travel on the stockpile.

Unless otherwise shown on the drawings or otherwise specified, topsoil shall be spread at a thickness of
100mm. The thickness for the playing fields shall be as determined in Clause 3.4.5.

7.3 Playing Field Surfacing Construction

The playing fields shall be ameliorated by a specialist contractor in accordance with the following
procedure. In conjunction with the amelioration and seeding of the playing fields, an irrigation system
shall be installed in accordance with Clause 7.4.

Step by step procedure* for construction of playing field surfacing:

» Final trim of playing fields is to be approved in accordance with section 3.4.5;

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(2)

» Soil tests shall be undertaken and assessed by a specialist contractor for assessment of required
ameliorants;

» Design of the proposed ameliorant quantities shall be completed, with final cost and submitted to the
Superintendent for approval;

» The irrigation system shall be installed (excluding the irrigation head) as per the approved design
(Clause 7.4);

» All composted organic matter and dolomite lime shall be spread via top dressing unit. Potassium
sulphate and DAP are to be spread via fertiliser spreader;

» The fields shall be cultivated (to a depth of 240mm) using a tractor operated RotaDairon (or approved
equivalent). The surface shall then be levelled off using a drag mat to remove any visible
depressions or humps;

» The irrigation system installation shall be completed;

» The contractor shall nominate a type and spread rate of proposed grass seed for approval by the
Superintendent. The approved grass seed is to be placed at the approved rate.

* this procedure is based on information supplied by Perfect Earth.

Maintenance Period

The playing fields shall be the subject of a performance based specification whereby the fields will only
be accepted by the Council at such time as 95% cover has been achieved. The maintenance of the
fields up until such time is solely the responsibility of the contractor.

A maintenance schedule shall be supplied by the contractor and approved by the Superintendent prior to
the placement of any grass seeding. This shall include a maintenance regime for establishment of grass
cover until handover, and a longer term maintenance regime to be adopted by Council after handover.

It is expected (subject to seasonal variation) that the fields will be handed over to Council 3 months from
the completion of the seeding operation.

7.4 Irrigation System

An irrigation system shall be designed with the design submitted for approval by the Superintendent for
the playing fields. Recycled water will be available at the nearby water treatment plant with design and
construction of the system from the take-off point at the plant included in this project.

The ultimate irrigation system shall include a 130,000 litre holding tank at the water treatment plant which
will deliver Class A water. The tank is sized to allow a full irrigation cycle of water. The holding tank will
be installed by others. In lieu of provision of the holding tank, this project shall include a temporary
takeoff point from the existing UV Filter at the treatment plant. This will include a submersible pump.

The two Senior Soccer Fields (and athletics facility) only are required to be irrigated with this contract.
However, the irrigation design is to include capacity to irrigate the junior fields and take off points to allow
future connection shall be installed.

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The irrigation system shall be capable of supplying 25mm of water to all fields per week within a 4 day 4
hour window. At present only Class B recycled water is available (it meets all requirements for Class A
water, except for the added chlorine). The water management plan dictates that no access to the fields
is available for 2 hours after completion of watering or if ponded water is present. Therefore, the
watering cycle is to be complete by 10am to allow use from midday. The system must be configurable to
allow the users to change the watering pattern should access be required before midday on any given
day.

The system shalt be controlled by a suitable controller placed on site, powered from the treatment plant
(control cable to be installed alongside the irrigation line). The controller shall include a rain sensor, soil
moisture sensor and flow sensor.

The design of the irrigation system shall be submitted to the Superintendent for approval prior to
installation works commencing.

7.5 Grass Seeding

7.5.1 Balance Area

Grass seed shall be selected so as to achieve a long term cover of green “speedy” couch. Prior to issue
of On Maintenance, grass cover shall average 100%. Coverage shall be determined using a 1m? piece
of F41 reinforcing mesh placed directly over the area to be measured and counting the number of
100mm x 100mm squares where at least one strike has been achieved. At least one strike in each
square represents 100% cover.

An appropriate seed mix shall be used with due regard to the time of year. Fertiliser and water may be
applied by the Contractor to achieve the necessary cover.

7.6 Hydroseeding

Hydroseeding shall be used where shown on the drawings or directed by the Superintendent. A
thoroughly mixed slurry of seed, fertiliser, mulch, water and binder shall be applied to the area to be
grassed. The mixture is to be spread evenly over the prescribed area.

Grass cover at issue of Off Maintenance is to achieve 100% cover as defined above.

7.7 Turfing

Turf is to be provided in accordance with the drawings (i.e. at the edge of concrete footpaths) or as
directed by the Superintendent. Unless otherwise specified, "A" grade “Wintergreen” couch turf is
required, with a minimum thickness of 25 mm. The turf shall be supplied by a commercial grower of
cultivated turf, and shall be handled and installed so as to avoid drying.

All areas to be turfed shall be treated with pre-emergent sprays at the recommended mix strengths
application intervals. It is essential that these playing areas have first priority in establishment. lmigation
equipment must be functional prior to turfing.

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At issue of On Maintenance, the area turfed shall be healthy, green and free from bare earth areas or
weeds.

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8. Retaining Walls

The contractor shall design and construct the retaining walls, including any foundations or footings
necessary, in the locations, and to the heights and slopes detailed in the Contract drawings, and shall
undertake all testing on which to base the design. The contractor shall design the walls so that they
conform to, and are acceptable to, the Local Council Standards.

8.1 Rock Retaining Walls

Boulder retaining walls shall be located as shown on the landscape drawings and within the bio-retention
basin. The Contractor shal! supply a design for the retaining walls and nominate the proposed rocks
before commencing construction. The Superintendent shall approve the design of the retaining, with
certification (where required) by the Contractor.

Retaining walls shall be a maximum of 1m in height.

8.2 Crib Wall

A concrete crib wall is required on the south west comer of the athletics track above the criterium track.
The Contractor shall be responsible for design and certification of the wall.

The Contractor shall supply the wall design for approval by the Superintendent prior to commencing
construction.

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9. Two Coat Seal — Prime Coat

9.1 General

The final seal design shall be done by the Contractor and submitted to the Contract Administrator for
approval before application.

9.2 Authority to Commence Priming

Priming shall not be undertaken until the Contract Administrator or the Contract Administrator's
representative has inspected the pavement and approved the works to proceed.

9.3 Plant

9.3.1 Spraying Equipment

All spraying equipment shall comply with the requirements of the NAASRA ‘Specification for
Performance Requirements for Mechanical Sprayers of Bituminous Materials’.

When requested by the Contract Administrator, the Contractor shall provide a current certificate and
calibration chart issued by the Queensland Department of Main Roads before commencing spraying
operations.

9.3.2 Rollers
The following rollers may be used:
» Three point self-propelled steel roller of minimum 8 tonnes mass;

» Self-propelled rubber tyred roller minimum 15 tonnes mass,

9.3.3 Trucks

Sufficient numbers of single or tandem-axle trucks with tipper bodies should be made available. The
trucks should be fitted with approved tailgate-mounted metal spreaders. In addition, at least one truck
with drop-sided or tray body for the manual application of aggregate should be provided (as required).

9.3.4 Brooms

A mechanical broom capable of removing all dust and debris from the surface of the road (prior to
spraying), and a drag-broom, capable of evenly spreading aggregate but not so as to dislodge stones
from the mat, should also be provided. Drag-brooming should be avoided if at all possible and only
carried out under strict control after approval by the Contract Administrator.

9.4 Application

The primed base course shall be sufficiently dry with sealing not to be carried out during inclement

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weather conditions unless special provisions are made to the approval of the Contract Administrator.

Before priming, the pavement shall be broomed free of all loose material, dust and caked material, and
any defects made good. A clean, mosaic, tightly bound surface shall be presented. Should conditions
require, and if approved by the Contract Administrator the surface may be lightly watered immediately
prior to priming.

The following seal design is an estimate only. The Contractor shall carry out seal designs and submit to
the Contract Administrator for approval prior to sealing.

The first coat seal shall be cutback binder consisting of 90% bitumen and 10% power kerosene applied
at an estimated rate of 1.5 I/m?, measured at a temperature of 15°C and applied at a temperature
between 168°C and 178°C. The binder is to be covered with aggregate within 10 minutes after spraying.

The second coat seal shall be cutback binder consisting of 90% bitumen and 10% power kerosene
applied at an estimated rate of 0.9 I/m?, measured at a temperature of 15°C and applied at a temperature
between 168°C and 178°C. The binder is to be covered with aggregate within 10 minutes after
spraying.

The bitumen shall be modified with 0.40% wet fix or similar approved during wet weather laying.

Seal designs using emulsion-based binder will also be considered for approval by the Contract
Administrator.

9.5 Aggregate

Aggregate shall be crushed from hard, sound, durable rock. The percentage loss as measured by the
Los Angeles Abrasion Test shall not exceed 30. All aggregates shall be free of excess dust, and the
Contract Administrator may order the pre-washing of dusty aggregate.

Aggregate test procedures are to be in accordance with Queensland Main Roads Standard Specification
MRS 11.22.

Unless otherwise approved, the first coat seal blinding shall be a nominal 14mm pre-coated aggregate,
applied immediately after spraying at an estimated rate not less than 1 cubic metre per 90 square metres
and sufficient to prevent lifting of the sealed surface by vehicles.

Unless otherwise approved the second coat seal blinding shall be a nominal 10mm pre-coated aggregate
applied at an estimated rate not less than 1 cubic metre per 100 square metres and sufficient to prevent
lifting of the sealed surface by vehicles.

The surface is to be rolled until the aggregate is firmly embedded in the binder.

All surplus aggregate shall be swept up and removed from site not less than seven days after the
completion of the rolling or as approved by the Superintendent.

9.6 Acceptance Tolerances

The width of the prime shall not vary by more than + 150mm - 0mm.

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Acceptance of sealed surfaces will be subject to the availability of certified records of the works carried
out. Actual rate of application of binder shall be in the range of 95% to 110% of the ordered rate. If the
application rate is less than 90% or more than 110% the surface shall be resealed (unless otherwise
directed).

9.7 Test Certificates for Sprayed Primes and Seals

» A Supplier's certificate detailing material supplied and quality. A certificate for each coat per run is
required.

» Abitumen spray record detailing actual bitumen application rate, temperature and area sprayed for
each run.

» Anapplication record of cover application rate for each aggregate run.

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GHD

4-6 Innovation Parkway, BIRTINYA QLD 4575
PO Box 1540, BUDDINA QLD 4575
T: 61 75413 8100 F: 61 7 5413 8199 E: [email protected]

© GHD 2010

This document is and shall remain the property of GHD. The document may only be used for the
purposes for which it was commissioned and in accordance with the Consultancy Agreement for the
commission. Unauthorised use of this document in any form whatsoever is prohibited.

Document Status

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Reviewer Approved for Issue
ne Author
. Name Signature Name Signature Date
0 K. Gibson
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(GHD) CLIENTS|PEOPLE|PERFORMANCE

Sunshine Coast Regional Council

Girraween Sports Precinct

Environmental Management
Plan (Construction)

May 2010

 

 

 

 

 

INFRASTRUCTURE | MINING & INDUSTRY | DEFENCE | PROPERTY & BUILDINGS | ENVIRONMENT

 

 

 

 

 

 

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412238212186

Contents

1. Introduction
1.1. Background
1.2 Environmental Context of Site
1.3. Scope of Work
1.4 Definitions
1.5 Reporting Requirements

2. Legislation, Approvals and References
2.1 Relevant Legislation
2.2. Approvals
2.3 Reference Guidelines

3. General Site Establishment
3.1 Site Access
3.2 Site Amenities
3.3 Sensitive Areas

4. Vegetation Protection

4.1. General

4.2 Objectives

4.3. Requirements
4.4 Responsibilities

5. Fauna and Habitat Protection
5.1. General
5.2 Objectives
§.3 Requirements
5.4 Responsibilities

6. Weed & Pest Control

6.1 General

6.2 Objectives

6.3. Requirements
6.4 Responsibilities

7. Soil Erosion and Sediment Control

Girraween Sports Precinct
Environmental Management Plan (Construction)

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7.1 Objectives
7.2 Requirements
7.3. Responsibilities

8. Water Quality Protection (Surface & Groundwater)
8.1 General
8.2 Objectives
8.3. Responsibilities

9. Air Quality Protection
9.1 General
9.2 Objectives
9.3 Requirements

9.4 Responsibilities

10. Acid Sulfate Soils

10.1 General

10.2 Objectives
10.3 Requirements
10.4 Responsibitities

11. Waste Management

11.1 General

11.2 Objectives

11.3 Requirements
11.4 Responsibilities

12. Noise Management

12.1 General

12.2 Objectives
12.3 Requirements
12.4 Responsibilities

13. Cultural Heritage Management
13.1 General
13.2 Responsibilities

14. Bushfire Control

14.1 General
14.2 Objectives

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14.3. Requirements
14.4 Responsibilities

15. Storage and Use of Plant and Materials

15.1 Hazardous Chemical/Material Usage and Storage
45.2 Plant and Machinery Storage

16. Environmental Incident Management
16.1 General
16.2 Objective
16.3 Requirements
16.4 Responsibilities

17. Engagement and Training of Personnel

17.1 Site Induction Procedures
17.2 Staff Training
17.3 Workplace Health and Safety Site Plan

Table Index
Table 1 Acronyms and Terms
Figure Index
Figure 1 Locality Map of Girraween Sports Precinct Site
Figure 2 Mapped Regulated Regrowth in the Northwest of
the Site
Appendices

A Development Approval and Conditions
Rainbow Bee-eater Management Plan

C_ Site Reporting Form
D_ Erosion and Sediment Contro! Pian
E Due Diligence Report

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1. Introduction

1.1 Background

GHD has been commissioned by the Sunshine Coast Regional Council (SCRC) to provide environmental
management documentation for the construction of Girraween Sports Precinct, Noosaville. Construction
will be undertaken by contractors appointed by SCRC. The development involves the construction of a
sports ground including soccer fields, associated infrastructure and car parks. A locality plan identifying
the site and surrounds is presented as Figure 1. The majority of works will be located on Lot 1 on
$P177650, which is a freehold tenured property owned by SCRC. Some works will also be required on
the local government controlled Eenie Creek Road reserve.

1.2 Environmental Context of Site

The site is on the south side of Eenie Creek Road, Noosaville and is accessed from the roundabout at
Langura Street. The site is bordered by:

» vegetation on a gentle slope grading to Burgess Creek to the east;

» native bushland regrowth to the west adjoined by Council's Noosa sewage treatment plant further to
the west; and

» the Girraween Nature Refuge to the south.

The site is surrounded by several sensitive environmental areas including:

» Noosa National Park;

» Lake Weyba Wetlands;

» Noosa-Maroochy Wallum Area;

» Burgess Creek — Eastern arm (approximately 75 m to the east and southeast); and

» Burgess Creek —- Western arm (approximately 100 m to the west) ~ this creek appears as a drainage
channel as it receives treated effluent from Council's municipal sewage treatment plant.

Other potentially sensitive receptors in the area include:
» Two schools:
ce Sunshine Beach High School located approximately 500 m east;
o Sunshine Beach Primary School located approximately 500 m east;
» The Noosa Aquatic Centre and tennis centre are adjacent north of the high school; and

» Alarge residential precinct is north — north west of the site with the nearest houses approximately
350 m from the construction site entrance.

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0500 00000

LEGEND Project Extent Regional Ecosystem

CL] Cadastral Boundary i Of Concern - dominant

Conservation Estate ‘a Least Concern

Non-remnant

16,000 (at A3)
‘0 20 | |

)
Metres
Map Projection: Transverse Mercator
Nerzoral Dalen Gnocentc Daim of Austin (GDA) c F

Map Grid of Australia 1984, Zone 56

Sunshine Coast Council Job Number |41-22382
Girraween Sports Precinct Revision |A
Date | MAY 2010
Locality Map
Figure 1

vation Parkway, Birtinya QLD 4575 16175413 8100 F 6175413 8199 E Wwwwghd.com au

 

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1.3 Scope of Work

This construction environmental management plan (CEMP) has been prepared for SCRC to assist the
Construction Contractor and other parties associated with the project to undertake site work in a manner
that is compliant with local government requirements, relevant statutes, guidelines and legislation,
performance requirements of the contract and best-practice environmental management.

This CEMP addresses the management of the following potential environmentally sensitive issues
expected to be associated with the construction phase:

» legislative compliance;

» vegetation protection;

» fauna and fauna habitat protection;
» weed & pest control;

» soil erosion and sediment control;
» water quality protection;

» air quality protection;

» acid sulfate soil management;

» waste management;

» amenity management;

» cultural heritage management, and
» bushfire control. >

This CEMP nominates specific actions to be undertaken by the Construction Contractor (or nominated
sub-contractor(s)) throughout the construction phase of the development to ensure full compliance with
statutory requirements in respect to all activities undertaken. It should be noted that the CEMP may be
used as a guide for the Construction Contractor or nominated sub-contractor(s) to develop and
implement their own provisions that accord with the objectives of the plan and the principles of best-
practice environmental management.

The Rainbow Bee-eater Management Plan, which is attached to this CEMP as Appendix A, must be
adhered to in order to provide protection to populations of this species. Measures to mitigate impacts to
this species are necessary to comply with the objectives of the Environment Protection and Biodiversity
Conservation Act 1999 (EPBC Act).

The CEMP is open to periodic review in response to updated knowledge and techniques gained during
the course of operations, changed community standards and occurrence of environmental incidents,
which may show deficiencies in this document. Proposed changes to the CEMP should be developed
and implemented in consultation with relevant authorities.

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or

1.4 Definitions

Within this document, the following definitions apply:

» Construction Manager is deemed to be the Construction Contractor (or nominated sub-contractors)

for the site;

» Site Foreman is any person appointed by the Construction Manager to act in the capacity as Site
Foreman for the site; and

» Environmental Management Officer (EMO) is any person appointed by the Construction Manager to
act in the capacity of an EMO.

Additional abbreviations, acronyms and terms used in this document are defined in Table 1.

Table 1 Acronyms and Terms

 

acti el aiialiacel)

 

 

 

 

 

 

 

ASS Acid sulfate soils

CEMP Construction Environmental Management Plan

DERM Department of Environment and Resource Management (formerly EPA and NRW)
EMO Environmental Management Officer

EPBC Act Environment Protection and Biodiversity Conservation Act 1999

EPP (Air) Environmental Protection (Air) Policy 2008

EPP (Noise) Environmental Protection (Noise) Policy 2008

EPP (Waste) Environmental Protection (Waste) Policy 2000

 

EPP (Water)

Environmental Protection (Water) Policy 2009

 

ERA

Environmentally Relevant Activity

 

Koala Plan or
SEQ Koala
Conservation
SPRP

Nature Conservation (Koala Conservation) Plan or superseded by
SEQ Koala Conservation State Planning Regulatory Provisions (currently draft)

 

 

 

 

 

 

 

 

LPA Land Protection (Pest and Stock Route Management) Act 2002
MSDS Material Safety Data Sheet
NCA Nature Conservation Act 1992
PPE Personal Protective Equipment
QASSIT Guidelines for Sampling and Analysis of Lowland Acid Sulfate Soils (ASS) in
Guidelines Queensland 1998 (Department of Natural Resources and Mines)
QPWS Queensland Parks and Wildlife Service
Queensland Primary Industries and Fisheries (within the Department of Employment, Economic
Fisheries Development and Innovation)
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Term Definition

 

 

RE Regional Ecosystem
SCRC Sunshine Coast Regional Council
VMA Vegetation Management Act 1999

 

1.5 Reporting Requirements

All non-conformance events which arise from non-compliance with the provisions of this CEMP will be
duly and appropriately recorded by the Site Foreman and made available to the Superintendent within a
24-hour period. Typically, non-conformance issues will be recorded by the Site Foreman and forwarded
to the Construction Manager who will be responsible for storing all records appropriately and providing
records to the Superintendent.

Where a non-conformance event occurs, the non-conformance report is to include the following
information:

» The location of the non-conformance event;

» The time of the non-conformance event;

» The time that the Site Foreman became aware of the non-conformance event;
» The suspected cause of the non-conformance event;

» The type of contaminant released (if any);

» Adescription of the resulting impacts of the non-conformance event;

» Actions taken to mitigate any environmental harm and or environmental nuisance caused by the non-
conformance event; and

» Proposed actions to prevent a recurrence of the non-conformance event.

Additionally, all complaints received from members of the community regarding the operations and
activities being conducted on-site will be recorded and addressed as relevant by the concerned
authorities, namely the on-site works Contractor and the SCRC. All complaints shall be addressed as
quickly as possible and treated in the most practical way. Complaints are to be recorded on a Site
Activities Complaints Form. An example of the information required is provided in Appendix C.

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2. Legislation, Approvals and References

2.1 Relevant Legislation

The statutory requirements which apply to the project and govern the content of this document are
detailed below.

2.1.1 Environmental! Protection Act 1994

The Environmental Protection Act 1994 was created to protect Queensland's environment while allowing
for development that improves the total quality of life, in a way that maintains the ecological processes on
which life depends. The Act, which is administered by the Department of Environment and Resource
Management (DERM, previously the Environmental Protection Agency) utilises a number of mechanisms
to achieve its objectives. These include creating a general environmental duty, licensing environmentally
relevant activities (ERAs), and issuing environmental protection policies which are briefly described
below.

General Environmental Duty

Section 319 of the Act which conveys the general environmental duty, states that a person must not
carry out any activity that causes, or is likely to cause, environmental harm unless the person takes all
reasonable and practicable measures to prevent or minimise the harm.

Environmentally Relevant Activities

The legislation identifies a number of ERAs, which are listed in Schedule 2 of the Environmental
Protection Regulation 2008. |t is an offence to conduct ERAs without an environmental authority (i.e. a
registration certificate) issued by the DERM.

Environmental Protection (Water) Policy 2009

Provisions contained within the EPP (Water) prohibit the deposit or release of certain things such as
building waste, cement or concrete, rubbish and oil into a roadside gutter, stormwater drain or a place
where it could have the potential to contaminate a watercourse. Given that construction works will be
undertaken adjacent to Burgess Creek and Lake Weyba Wetlands, this policy will have bearing on the
construction works. Water quality and hydrology management actions are provided in Sections 7 and 8
of this CEMP.

Environmental Protection (Air) Policy 2008

The EPP (Air) covers environmental management decisions and air pollution dispersion modelling and
monitoring of releases, management of certain sources of contamination, and nominates a whole-of-
government approach to managing the air environment. Air quality indicators and goals for various
contaminants are also stated. Air quality management actions are provided in Section 9 of this CEMP.

Environmental Protection (Noise) Policy 2008

Provisions contained within the EPP (Noise) establish acoustic quality objectives and the abatement of
unreasonable noise and is intended to provide measures and equipment suggested for making noise
assessment. Noise management actions are included in Section 12 of this CEMP.

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