This is a Mackay Regional Council Digitally Signed Document5000 DA01 AD BN Group Pty Ltd 26/09/11...

Civic Precinct, Gordon Street Telephone 1300 622 529 Email [email protected] PO Box 41 │Mackay │QLD 4740 │ Australia Facsimile 07 4944 2400 www.mackay.qld.gov.au

YOUR REF: 151007 OUR REF: DA-2009-488/A

16 November 2015 McDonalds Australia Limited c/- Urbis Level 7 123 Albert St BRISBANE QLD 4000 Dear Sir/Madam DEVELOPMENT APPLICATION Applicant’s Name: McDonalds Australia Limited Proposal: Permissible Change – Change of Approval - Supermarket,

Service Station and Fast Food Outlet Application Number: DA-2009-488/A Site Address: 67-79 Boundary Road, OORALEA QLD 4740 Property Description: Lot 803 on SP234312

Your request for a Change of Condition / Plan of Development, lodged on 7 October 2015 to amend DA-2009-488 approved on 23rd July 2010, was considered by Council’s Acting Manager Development Assessment under section 369 of the Sustainable Planning Act. Acting under delegated authority on the 16th November 2015 your request was approved as follows:- 1. Council has agreed to vary Condition 1 as follows:

1(a) Plan of Development

The approved Shopping Centre and Service Station development must be completed and maintained generally in accordance with the Plan of Development (identified in the Table below) and supporting documentation which forms part of this application, except as otherwise specified by any condition of this approval.

This is a Mackay Regional Council Digitally Signed Document

Page | 2

Project Number

Drawing Number

Revision Prepared by Date

5000 DA01 AD BN Group Pty Ltd 26/09/11 5000 DA02 O BN Group Pty Ltd 26/09/11 5000 DA03 M BN Group Pty Ltd 28/07/11 5000 DA04 N BN Group Pty Ltd 01/04/11 5000 DA05 L BN Group Pty Ltd 01/04/11 5000 DA06 N BN Group Pty Ltd 30/05/11 5000 DA07 M BN Group Pty Ltd 01/04/11 5000 DA08 J BN Group Pty Ltd 01/04/11 5000 DA09 J BN Group Pty Ltd 30/05/11 09083-SK9 B TfA Project

Group 09/03/10

150282 A002 A Richmond + Ross 29/09/15 150282 A802 A Richmond + Ross 29/09/15 150282 A003-1 A Richmond + Ross 06/10/15 150282 A003-2 A Richmond + Ross 06/10/15 150282 A003-3 A Richmond + Ross 06/10/15 150282 A000 A Richmond + Ross September

2015 150282 A101 A Richmond + Ross 28/09/15 150282 A201 A Richmond + Ross 28/09/15 150282 A202 A Richmond + Ross 28/09/15 150282 A801 A Richmond + Ross 29/09/15 150282 A805 A Richmond + Ross 29/09/15 150282 A806 A Richmond + Ross 29/09/15 150282 A807 A Richmond + Ross 29/09/15 ND1373 LP-01 B Urbis Pty Ltd 29/09/15 ND1373 LP-02 B Urbis Pty Ltd 29/09/15 11383 1L-CD-1.02 RPS Australia

East Pty Ltd March 2010

11383 1L-CD-1.03 RPS Australia East Pty Ltd

March 2010

ND1408 OOR-CS-001 A Urbis Pty Ltd 05/11/15 ND1408 OOR-FI-201 A Urbis Pty Ltd 05/11/15 ND1408 OOR-FI-202 A Urbis Pty Ltd 05/11/15 ND1408 OOR-PL-501 A Urbis Pty Ltd 05/11/15 ND1408 OOR-PL-502 A Urbis Pty Ltd 05/11/15 ND1408 L-SP-01 A Urbis Pty Ltd -


Page | 3

1(b) Amended Plan References to the Condition 1(a) Table It is acknowledged that the Fast Food component of approved drawings have been superseded by Project No. 150282 suite of drawings as identified in the table above. Project No. 150282 suite of drawings revise the building footprint and associated car parking, access and vehicle manoeuvring for the Fast Food component of the approval.

2. Conditions 2 and 4 have been deleted.

3. Condition 31 now reads as follows:

31. Acoustic Treatments

In accordance with the TTM Environmental Noise Impact Assessment of 18 March 2010, the following acoustic treatments are to be provided, excluding Fast Food component of assessment:- a) Acoustic barriers are to be provided as detailed in Appendix C of the report. The

barriers are to be constructed of fibre cement sheet or masonry. b) The colour scheme and design of the 3m high acoustic barrier is to be in accordance

with BN Group Pty Ltd drawing no. DA04, Rev L, dated 19.03.10. c) Any grating over all on-site vehicle movement areas are to be secured so that the

grate does not rattle when vehicles pass over. d) A mechanical plant noise assessment must be conducted by a suitably qualified

acoustic person once plant selections are finalised; and compliance tests conducted after the equipment is installed to ensure compliance with the criteria. This assessment is to be submitted at the time of lodgement of the Operational Works application.

In accordance with the MWA Environmental Noise Amenity Review dated 30 September 2015, the following acoustic treatments/requirements are to be provided for the Fast Food component of the development:- e) Construction of a 2.4m high acoustic barrier in proximity to the western boundary of

the site, along Canecutters Drive, with 2m high returns at either end, as identified on Richmond + Ross drawing no. 150282 A002 Rev A dated 29/09/15 and Urbis Pty Ltd drawing no. ND1373 LP-02 Rev B dated 29/09/15.

f) Service vehicle and loading activities are to be limited to occur during the period 7am to 10pm only.


Page | 4

4. Additional Conditions of Approval 45. Provide a reassessment of ‘Section 3.3.5 - Stormwater Quality Management

Strategy’ of the Engineering Report by MPN Consulting Pty Ltd, dated 23 March 2010. Specifically, determine the required size of the bio-basin for the proposed McDonald’s site, and provide detailed plans of the bio-basin. The stormwater treatment train must achieve the water quality objectives defined in Council’s Engineering Design Guidelines – Soil and Water Quality – Planning Scheme Policy No. 15.07. The reassessment and detailed bio-basin plans must be submitted as a Compliance Certificate (Document).

46. All proposed signs for the McDonalds development must be located and

constructed generally in accordance with Richmond & Ross Pty Ltd Plan No. A801, A805, A806 and A807. The applicant must carry an Insurance Policy indemnifying Council against any public liability arising from the placement of the sign. The applicant must obtain engineering certification from an accredited person attesting to the structural adequacy of the sign and provide it to Council if requested at any time.

Further Approvals Compliance Certificate (Document)

Stormwater (bio-basin)

5. All other conditions remain unchanged. Please call Kathryn Goodman if you have any further queries. Yours faithfully Leah Harris Principal Planner Enc. Appeal Provisions


Mackay Isaac Whitsunday Regional OfficeLevel 4, 44 Nelson StreetPO Box 257Mackay QLD 4740

Our reference: SPD-1015-021737Your reference: DA-2009-488

13 October 2015

Chief Executive OfficerMackay Regional CouncilPO Box 41Mackay QLD 4740

Attention: Development Services

Dear Sir/Madam,

Notice about request for permissible change - relevant entity given under section 373(1) of the Sustainable Planning Act 2009 for Development Permit for Material Change of Use (Supermarket, Service Station and Fast Food Outlet) over Lot 803 on SP234312, 67 Boundary Road, Ooralea QLD 4740

The Department of Infrastructure, Local Government and Planning received a copy of the request for a permissible change under section 372(1) of the Sustainable Planning Act 2009 on 7 October 2015 advising the department, as a relevant entity, of the request for a permissible change made to the responsible entity under section 369 of the Sustainable Planning Act 2009.

The department understands that the proposed changes are as follows Amendment to the approved plans of development to facilitate the following

changes:o Consolidation of the two fast food premises to one premises resulting in a

reduction in gross floor area of 167m2;o An increase of 5 car parking spaces;o Change in location of vehicle access and egress points;o Relocation and redesign of the acoustic wall;o Provision of a dual lane drive through; ando Siting and installation of signage. Resultant amendment of condition 1 of Council Decision Notice DA-2009-488 to

amend the original list of approved plans. Resultant amendment of condition 31 of Council Decision Notice DA-2009-488

to reflect the relocation and redesign of the acoustic wall.


Department of Infrastructure, Local Government and Planning Page 2

The department has considered the proposed changes to the development approval and advises that it has no objection to the change being made.

If you require any further information, please contact Mick St Clair, Senior Planning Officer, on 4898 6814, or via email [email protected] who will be able to assist.

Yours sincerely

Patrick RuettjesManager (Planning) – Mackay Isaac Whitsunday Regional Office


Urbis Pt y Ltd ABN 50 105 256 228

SydneyTower 2, Level 23, Darling Park201 Sussex StreetSydney, NSW 2000t 02 8233 9900

MelbourneLevel 12, 120 Collins StreetMelbourne VIC 3000t 03 8663 4888

BrisbaneLevel 7, 123 Albert StreetBrisbane QLD 4000t 07 3007 3800

PerthLevel 1, 55 St Georges TerracePerth WA 6000t 08 9346 0500

www.urbis.com.au

DATE:

DRAWING NO: REVISION:

PROJECT NO:

ISSUE:

SCALE:

ND137329.09.15DA

Woolworths Ooralea- Proposed McDonald’s Restaurant LP-01 B1:800@A3

Landscape Master Plan

Fast FoodMcDonald’s Restaurant

Car Park

2~2.4m

ELE

VATI

ON

2~2.4m

Engineer’s

Engineer’s


kathryng

Manual DA & Date

Urbis Pt y Ltd ABN 50 105 256 228

SydneyTower 2, Level 23, Darling Park201 Sussex StreetSydney, NSW 2000t 02 8233 9900

MelbourneLevel 12, 120 Collins StreetMelbourne VIC 3000t 03 8663 4888

BrisbaneLevel 7, 123 Albert StreetBrisbane QLD 4000t 07 3007 3800

PerthLevel 1, 55 St Georges TerracePerth WA 6000t 08 9346 0500

www.urbis.com.au

DATE:

DRAWING NO: REVISION:

PROJECT NO:

ISSUE:

SCALE:

ND137329.09.15DA

Woolworths Ooralea- Proposed McDonald’s Restaurant

ELEVATION

LP-02 BNTS

Landscape Concept - E levat ion

Existing entry sign Proposed Fast Food (McDonald’s Restaurant) Existing street trees Dense screen planting with shrubs and groundcovers against the acoustic fence.


kathryng

Manual DA & Date


kathryng

Polygon

kathryng

Callout

These bike racks are now considered redundant and are at the developers discretion

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Manual DA & Date


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Manual DA & Date

The information contained in this document is copyright and may not be used orreproduced for any other project or purpose. Do not scale drawings. Thedrawings show design intent only. All dimensions to be checked on site prior toconstruction or production. Construction details to be confirmed bycontractor/manufacturer. These are computer generated drawings. Do notamend by hand. Figure dimensions are to be used. Contact architect forclarification if dimensions are not clear. All dimensions are in millimeters. Alldiscrepancies and omissions on site must be reported to the architect for theircomments or approval prior to commencing work.

General Notes Location Plan

IssueDrawing NumberProject Number

File Name

Location

COVER PAGE

Architectural Drawings

ProjectClient

McDonald's Australia LimitedABN. 43 008 496 928 02 9875 6666 [email protected]�

�

Project Manager

Architect

38 Willoughby Road Crows Nest NSW 2065TEL: (02) 9490 9600 FAX: (02) 94381224

ABN 34 001 485 436

A

C:\Revit-Project s\150282_McDONALDS_SOUTH-MACKAY_CENTRAL_R2015_Paul K.rvt

McDonalds SOUTH MACKAY

150282 A000

WOOLWORTHS OORALEASHOPPING CENTRECnr BOUNDARY ROAD &CANECUTTERS DRIVE

McDonalds SOUTH MACKAYPLANNING - SEPTEMBER 2015


kathryng

Manual DA & Date

AA301

AA301

BA301

BA301

CA302

CA302

DA302

DA302

HA305

HA305

JA305

JA305

GA304

GA304

A

A

B

B

C

C

D

D

E

E

F

F

G

G

11

22

33

44

55

66

FALL

SECURITY WINDOWOPTIONAL TOSERVERY BOOTHS

BURGERBURGERBURGERBURGERBARBARBARBAR03

FRONT COUNTERFRONT COUNTERFRONT COUNTERFRONT COUNTER02

McCAFEMcCAFEMcCAFEMcCAFE04

TRAININGTRAININGTRAININGTRAINING21

UTILITIESUTILITIESUTILITIESUTILITIES17

WASH UPWASH UPWASH UPWASH UP18

KITCHENKITCHENKITCHENKITCHEN14

CASHIERCASHIERCASHIERCASHIER12 SERVERYSERVERYSERVERYSERVERY

13

DRY GOODSDRY GOODSDRY GOODSDRY GOODS16

REFRIGREFRIGREFRIGREFRIG19

CORRALCORRALCORRALCORRAL27

FILTERFILTERFILTERFILTERROOMROOMROOMROOM28

ELECTRICALELECTRICALELECTRICALELECTRICALROOMROOMROOMROOM30

MALEMALEMALEMALE07

SALES & SERVICESALES & SERVICESALES & SERVICESALES & SERVICE11

WC (M)WC (M)WC (M)WC (M)25

WC (F)WC (F)WC (F)WC (F)24

S.S (F)S.S (F)S.S (F)S.S (F)22

S.S (M)S.S (M)S.S (M)S.S (M)23

CORR

IDOR

CORR

IDOR

CORR

IDOR

CORR

IDOR

26

MANAGERMANAGERMANAGERMANAGER15

FREEZERFREEZERFREEZERFREEZER20

FA304

FA304

EA303

EA303

ROOFROOFROOFROOFACCESSACCESSACCESSACCESS29

DP2

DP2

DP2

DP1 DP1 DP1

3060

3048

3036

36603636

1860

1848

1848

1848 BUNS BUNS BUNSBUNS BUNS BUNS

BUNS

BUNS

BUNSBUNS

BUNSBUNSBUNS

1836

244824482448

2448 2448 2448

PPPP

P P P P24362436

P P P P P

PPP

P

PP

P P P P P P

DP2

2448 2448 2460

PLAYLANDPLAYLANDPLAYLANDPLAYLAND05

ACCESSIBLEACCESSIBLEACCESSIBLEACCESSIBLE08

AIRLOCKAIRLOCKAIRLOCKAIRLOCK06

FEMALEFEMALEFEMALEFEMALE09

DININGDININGDININGDINING01

BUNSBUNS

MENU MENUMENUMENU

BUNS

BUNS

SYRUP STAND

CUPBOARDCUPBOARDCUPBOARDCUPBOARD31

CUPBOARDCUPBOARDCUPBOARDCUPBOARD10

1. REFER TO MASTER LEGEND ON A0212. REFER TO ROOM LAYOUT SHEETS3. REFER TO A062 FOR SEATING CAPACITIES AND PARKING PROVISIONS2. REFER TO WALL SETOUT PLAN ON A141 AND WALL LEGEND ON A143.4. REFER TO ELEVATIONS FOR EXTENTS OF WALL TYPES.5. DIMENSIONS ARE TO CENTRELINE OF STUD.

PRELIMINARYPRELIMINARYPRELIMINARYPRELIMINARYNOT TO BE USED DURING CONSTRUCTIONNOT TO BE USED DURING CONSTRUCTIONNOT TO BE USED DURING CONSTRUCTIONNOT TO BE USED DURING CONSTRUCTION

Project Number Drawing Number Issue

Client

IssueDescription Date Chk Int

Do not scale this drawing. The drawing shows design intentonly. All dimensions to be checked on site prior toconstruction or production. Construction details to beconfirmed by contractor/manufacturer. This is a computergenerated drawing. Do not amend by hand. Figuredimensions are to be used. Contact architect for clarificationif dimensions are not clear. All dimensions are inmillimeters. All discrepancies and omissions on site must bereported to the architect for their comments or approval priorto commencing work.

Revisions General Notes Project

Location

Drawing

ScaleArchitect SeriesDrawing Notes


�

Project Manager Consultants


ABN 34 001 485 436

MOD_LINEAR

A

As indicated @ A3

150282 A101


WOOLWORTHS OORALEA SHOPPING CENTRECnr BOUNDARY ROAD & CANECUTTERS DRIVE

FLOOR PLAN

A PRELIMINARY 28-09-15 PR PK


kathryng

Manual DA & Date

FFLRL 28.900

JA305

ROOFRL 34.560

TOP OF AWNINGRL 31.875

U/S OF AWNINGRL 31.600

123456

FA304

S5

OFP2DP1

S3C

S3A

S4

S1

AL01

50x 50mm TIMBER LOOKALUMINIUM BATTENS.

PT05

FC01

MFC02

CE04

FC01

LAM06

LAM06

PT05

FFLRL 28.900

AA301

BA301

CA302

DA302

ROOFRL 34.560



A B C D E F G

ALL TAPS USING RAINWATERMUST BE LABELED: "TANKWATER - NOT SUITABLE FORDRINKING"

EA303

R29D01

R30D01

MFC02

FC01

FC01

FC01

PT02

LAM06

PT05

S2

S3B S1

S4

S3APT05

FC01

U/S ROOF RL 32.604

ALUMIUM BATTENROOF SCREEN.

ROOF COWLS.REFER TOMECHANICAL CONSULTANTSDRAWINGS FOR DETAILS.(TYP.)

DP2

PT02

1. REFER TO MASTER LEGENDS ON A021, FINISHES LEGENDS ON A022 AND SCHEDULES ON A143



Client




Location

Drawing



�



ABN 34 001 485 436

MOD_LINEAR

A

As indicated @ A3

150282 A201



FRONT AND SIDE BUILDING ELEVATIONS

1 : 100FRONT ELEVATION

1 : 100SIDE ELEVATION



kathryng

Manual DA & Date

FFLRL 28.900

HA305

JA305

GA304

ROOFRL 34.560



1 2 3 4 5 6

FA304

MRS01

MRS01

MFC02

FC01

FC01

PT02

LAM06

STN01

PT05

PT05

PT05

S11A

S3CS3B

PT02

MFC02

DP2 DP2 DP2



PT02

1. REFER TO MASTER LEGENDS ON A021, FINISHES LEGENDS ON A022 AND SCHEDULES ON A143

FFLRL 28.900

AA301

BA301

CA302

DA302

ROOFRL 34.560



ABCDEFGEA303

FC01

PT05

PT05

STN01

FC01

PT05

PT05

STN01

FC01

MFC02

PT05

AL01

DP1OFP2DP1OFP2 DP1 OFP2

DP2

S3C

S3A

S5

S4

STN01

150 x 50 x 2.0 RHSCRASH RAIL. WITHGALVANISED FINISH

150 x 50 x 2.0 RHSCRASH RAIL. WITHGALVANISED FINISH

PT05


LOUVRES TO MECHANICALCONSULTANTS DETAILS.LOUVRES TO BE POWDERCOATFINISHED TO MATCH WALLCLADDING.


U/S ROOF RL 32.605

PT02



Client




Location

Drawing



�



ABN 34 001 485 436

MOD_LINEAR

A

As indicated @ A3

150282 A202



REAR BUILDING & DRIVE THRUELEVATION

1 : 100REAR ELEVATION

1 : 100DRIVE THRU



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Manual DA & Date


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Manual DA & Date

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1

E1

E1

E1

E1

E1

G2 : GARDEN PROFILE 2REFER SCHEDULE OF LANDSCAPE WORKS

G1 : GARDEN PROFILE 1REFER SCHEDULE OF LANDSCAPE WORKS

FINISHES LEGEND

PLANTING LEGEND

REFER TO SCHEDULE OF LANDSCAPE WORKS FOR DETAILS & FINISHES

REFER TO SCHEDULE OF LANDSCAPE WORKS

GENERAL LEGEND

EXTENT OF WORKS

SHEET JOINLINE

PROPOSED TREEREFER SCHEDULE OF LANDSCAPE WORKS

EXISTING STREET TREE(OUTSIDE OF EXTENT OF WORKS)

PLANTING AREA

SHRUBS

PLANTING AREA

E1 E1 E1

E1 : EDGE TYPE 1REFER SCHEDULE OF LANDSCAPE WORKS

[m] 0 0.25 0.5 0.75 1.0 1.25 1.5

1 : 10

[m] 0 0.1 0.2 0.3 0.4 0.5

1 : 5

[m] 0 1 2 3 4 5

1 : 100

[m] 0 0.5 1 1.5 2 2.5

1 : 20

[m] 0 0.5 1 1.5 2 2.5

1 : 50

[m] 0 0.5 1 1.5 2 2.5

1 : 25

[m] 0 5 10 15 20 25

1 : 200

[m] 0 0.05 0.1 0.15 0.2 0.25

1 : 2

Copyright by Urbis Pty Ltd. This drawing, or parts thereof, may not be reproduced for any purpose without the consent ofUrbis Pty Ltd. It is implied and has legal backing.

The drawings are to be read in conjunction with the specification and any other written instructions issued.Any discrepancies shall be referred to the Superintendent for a written decision prior to ordering/ supply/ installation/construction.

LEVEL 7, 123 ALBERT STREETBRISBANE QLD 4000 AUSTRALIATEL +617 3007 3800FAX +617 3007 3811www.urbis.com.au

Urbis Pty Ltd ABN 50 105 256 228Australia . Asia . Middle East

1:100 @ A1

0 1 2 3 4 5[m]

1:200 @ A3

N

PROJECT NO.

DATE

KEY PLAN LEGEND CLIENT

McDONALDSAUSTRALIA

PROJECT DIRECTOR: H.U. REV NO DESCRIPTION DWN CHK

PROJECT

DRAWING TITLE

ISSUE

SCALE

DRAWING NO. REVISION

OPW APPROVAL ND1408

OOR-CS-001 ACOVER SHEETA FOR OP WORKS APPROVAL HU 05.11.15SB

CANECUTTERS DRIVE,OORALEA, QLD

McDONALDSRESTAURANT

CA

NE

CU

TTE

RS

DR

IVE

PROPOSEDMcDONALDSRESTAURANT

REFER TOSHEET 201 & 501

REFER TOSHEET 202 &

502

McDonald's RestaurantCANECUTTERS DRIVE, OORALEA, QLD, 4740

List of Drawings:00-CS Cover Sheet201-FI Finishes Plan202-FI Finishes Plan501-PL Planting Plan502-PL Planting Plan

To be read in conjunction with theSchedule of Landscape Works and PlantingSchedule

SITE PLAN:SCALE: 1:250 (A1)


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Manual DA & Date

G1 G1

G2

G1

G1

G1G1

G1

G1

G1

G1

G1

G1

G1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

[m] 0 0.25 0.5 0.75 1.0 1.25 1.5

1 : 10

[m] 0 0.1 0.2 0.3 0.4 0.5

1 : 5

[m] 0 1 2 3 4 5

1 : 100

[m] 0 0.5 1 1.5 2 2.5

1 : 20

[m] 0 0.5 1 1.5 2 2.5

1 : 50

[m] 0 0.5 1 1.5 2 2.5

1 : 25

[m] 0 5 10 15 20 25

1 : 200

[m] 0 0.05 0.1 0.15 0.2 0.25

1 : 2





1:100 @ A1

0 1 2 3 4 5[m]

1:200 @ A3

N

PROJECT NO.

DATE


McDONALDSAUSTRALIA


PROJECT

DRAWING TITLE

ISSUE

SCALE


OPW APPROVAL ND1408

OOR-FI-201 AFINISHES PLANA FOR OP WORKS APPROVAL HU 05.11.15SB


McDONALDSRESTAURANT

REFER TO OOR-FI-202

CA

NE

CU

TTE

RS

DR

IVE

PROPOSED McDONALDS RESTAURANT

EXTENT OF WORKS

EXT

EN

T O

F W

OR

KS

EXT

EN

T O

F W

OR

KS


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Manual DA & Date

G1 G1

G1

G1

G1

G1

G1

G1

G1 G1

G1

G2

G1

G1G1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

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E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1

E1

E1

E1

E1

E1

[m] 0 0.25 0.5 0.75 1.0 1.25 1.5

1 : 10

[m] 0 0.1 0.2 0.3 0.4 0.5

1 : 5

[m] 0 1 2 3 4 5

1 : 100

[m] 0 0.5 1 1.5 2 2.5

1 : 20

[m] 0 0.5 1 1.5 2 2.5

1 : 50

[m] 0 0.5 1 1.5 2 2.5

1 : 25

[m] 0 5 10 15 20 25

1 : 200

[m] 0 0.05 0.1 0.15 0.2 0.25

1 : 2





1:100 @ A1

0 1 2 3 4 5[m]

1:200 @ A3

N

PROJECT NO.

DATE


McDONALDSAUSTRALIA


PROJECT

DRAWING TITLE

ISSUE

SCALE


OPW APPROVAL ND1408

OOR-FI-202 AFINISHES PLANA FOR OP WORKS APPROVAL HU 05.11.15SB


McDONALDSRESTAURANT

REFER TO OOR-FI-202

CA

NE

CU

TTE

RS

DR

IVE

HASTINGS STREET

EXTENT OF WORKS

EXT

EN

T O

F W

OR

KS

EXT

EN

T O

F W

OR

KS


kathryng

Manual DA & Date

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

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E1

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ISO nod90JUN usi90

(8/m2)LOM hys95CYC rev5

CYC rev3

TRA jas30

WAT flo2

COR rub4

COR rub4

WAT flo1

LIR EG150

COR rub3

TRA jas25

HYM lit25

PHI xan25

COR rub9

COR rub9

COR rub3

DIE gra30PHI xan35

COR rub3LIR SW19STR reg30

COR rub3LIR SW19STR reg60

COR rub3LIR EG19

COR rub3

ELA eum1

HYM lit15TRA jas17

STR reg5PHI xan13

CYC rev3LIR EG20

STR reg33

CYC rev3HYM lit15

PHI xan19MYO par9CYC rev3

LIR SW7

WAT flo1

LIR SW27

LIR EG27

LIR SW27

HYM lit27

PHI xan20

TRA jas12LIR SW13

HYM lit20

SYZ aus11TRA jas11

COR rub3

LIR EG19

[m] 0 0.25 0.5 0.75 1.0 1.25 1.5

1 : 10

[m] 0 0.1 0.2 0.3 0.4 0.5

1 : 5

[m] 0 1 2 3 4 5

1 : 100

[m] 0 0.5 1 1.5 2 2.5

1 : 20

[m] 0 0.5 1 1.5 2 2.5

1 : 50

[m] 0 0.5 1 1.5 2 2.5

1 : 25

[m] 0 5 10 15 20 25

1 : 200

[m] 0 0.05 0.1 0.15 0.2 0.25

1 : 2





1:100 @ A1

0 1 2 3 4 5[m]

1:200 @ A3

N

PROJECT NO.

DATE


McDONALDSAUSTRALIA


PROJECT

DRAWING TITLE

ISSUE

SCALE


OPW APPROVAL ND1408

OOR-PL-501 APLANTING PLANA FOR OP WORKS APPROVAL HU 05.11.15SB


McDONALDSRESTAURANT

REFER TO OOR-PL-502

CA

NE

CU

TTE

RS

DR

IVE

PROPOSED McDONALDS RESTAURANT

EXTENT OF WORKS

EXT

EN

T O

F W

OR

KS

EXT

EN

T O

F W

OR

KS


kathryng

Manual DA & Date

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1E1

E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1

E1

E1

E1

E1

E1

LIR EG40

HYM lit22

WAT flo2

TRA jas37

COR rub3

COR rub3

LIR EG40

LIR EG45

HYM lit27

HAR pen1

COR rub3

COR rub3

HYM lit23

HYM lit47

CUP ana2

TRA jas25

HYM lit45

CYC rev3

LIR SW7

TRA jas30COR rub5

HYM lit45

WAT flo1

WAT flo1

STR reg12

LOM hys25

ISO nod250JUN usi250

(8/m2)

COR rub3

LIR EG35

LOM hys25

MYO par145

CYC rev4TRA jas30

CYC rev3LOM hys80

MYO par72

DIE gra80CYC rev3

LOM hys55

CYC rev1

DIE gra45CYC rev3HYM lit17CYC rev3

DIE gra130

COR rub3COR rub3COR rub3TRA jas45COR rub3COR rub3 DIE gra120

STR reg50

CUP ana6

WAT flo3

LIR SW45HYM lit35

MYO par63

SYZ aus45

[m] 0 0.25 0.5 0.75 1.0 1.25 1.5

1 : 10

[m] 0 0.1 0.2 0.3 0.4 0.5

1 : 5

[m] 0 1 2 3 4 5

1 : 100

[m] 0 0.5 1 1.5 2 2.5

1 : 20

[m] 0 0.5 1 1.5 2 2.5

1 : 50

[m] 0 0.5 1 1.5 2 2.5

1 : 25

[m] 0 5 10 15 20 25

1 : 200

[m] 0 0.05 0.1 0.15 0.2 0.25

1 : 2





1:100 @ A1

0 1 2 3 4 5[m]

1:200 @ A3

N

PROJECT NO.

DATE


McDONALDSAUSTRALIA


PROJECT

DRAWING TITLE

ISSUE

SCALE


OPW APPROVAL ND1408

OOR-PL-502 APLANTING PLANA FOR OP WORKS APPROVAL HU 05.11.15SB


McDONALDSRESTAURANT

REFER TO OOR-PL-501

CA

NE

CU

TTE

RS

DR

IVE

HASTINGS STREET

EXTENT OF WORKS

EXT

EN

T O

F W

OR

KS

EXT

EN

T O

F W

OR

KS


kathryng

Manual DA & Date

Specification and

Contract Documents

Landscape Works

McDonald’s Restaurant Ooralea

ND1408 Rev A

OP Works


kathryng

Manual DA & Date

© Urbis Pty Ltd ABN 50 105 256 228 All Rights Reserved. No material may be reproduced without prior permission. While we have tried to ensure the accuracy of the information in this publication, the Publisher accepts no responsibility or liability for any errors, omissions or resultant consequences including any loss or damage arising from reliance in information in this publication. URBIS Australia Asia Middle East urbis.com.au

URBIS STAFF RESPONSIBLE FOR THIS REPORT WERE:

Director Paul Hardyman

Consultant Hiroshi Uchida,

Job Code ND1408

Specification Number A xdisclaimerx


URBIS ND1408 OORALEA

Landscape works package

specification notes

plant schedule

schedule of landscape works

SPECIFICATION NUMBER L-SP-01

PROJECT

McDonald’s Restaurant Ooralea

PROJECT PHASE

OP Works

PROJECT ADDRESS

12-16 Kingston Road Underwood, 4740, QLD

CLIENT

McDonalds Australia Limited


SPECIFICATION

URBIS ND1408 OORALEA SPECIFICATION NOTES 1

Specification Notes


SPECIFICATION

2 SPECIFICATION NOTES URBIS

ND1408 OORALEA

1 Information to tenderers

1.1 TENDER The lowest or any tenderer will not necessarily be awarded the project.

1.1.1 CONTRACT

If the project is to be awarded to a Tenderer, that Tenderer must first supply fully completed schedules and then will be required to enter into a formal contract with the Principal/ Client.

1.2 GENERAL

1.2.1 DEFINITIONS AND CONTRACTS

Principal / Client: McDonalds Australia Limited, 1364 Gympie Road, Aspley, Qld, 4034

Development Manager: (TBA) Paul Sanders, McDonalds Australia (ph) 07 3838 6001

Landscape Architect: Urbis : Hiroshi Uchida, Ph-(07) 3007 3800

‘Site’: The area defined within the extent of works shown on the drawings and /or street address

‘Contractor’: The Company or person(s) responsible

or ‘Subcontractor’ for carrying out the work specified in this specification

From time to time the Principal may be represented by the Landscape Architect and/or the Project Manager.

1.2.2 DOCUMENTS

The Landscape Works Package includes:

These Specification Notes,

Details

Plant Schedule

Schedule of Landscape Works

Drawings: Listed on the Cover Sheet,

and any other documentation, which may be issued from time to time during the tender period and the construction of the works. Refer also to documentation prepared for the project by other Consultants.

Review and accept the contract documents issued as being adequate to accurately price and construct the work. Report to the Project Manager of the adequacy of the documentation issued and any discrepancies or shortfalls in information. Failure to report will imply unqualified acceptance and understanding.

Spot levels take precedence over contour lines and ground profile lines. Quantities shown on drawings take precedence over scheduled quantities.


SPECIFICATION


1.2.3 EXTENT OF WORK

The extent of the Landscape Works Package is as described in the Schedule of Landscape Works and as indicated on the drawings. It includes carrying out all work necessary for proper completion of the works shown on the drawings and described in the Specification Notes, Details and Schedules. Where works are adjacent to existing works, the Contractor is responsible for making the proper junction between new and existing works and for making good any damage caused by the Contractor to the adjoining works.

1.2.4 VARIATIONS

If the Contractor intends to claim additional time and/or cost arising out of latent conditions, requests to carry out additional works, instructions or any other circumstance then they must notify the Principal / Client in writing. The Principal / Client is not obliged to make any additional payment or accept any increase in the contract period unless agreed prior to the Contractor beginning work.

1.3 PRELIMINARIES

1.3.1 SITE CONDITIONS

The Contractor is deemed to have visited the site to determine the nature of the work and to have verified and made due allowance for the following conditions:

Existing site and structural conditions,

Site access and storage requirements.

1.3.2 DILAPIDATION SURVEY

Prepare a dilapidation survey in the form of a detailed photographic record of the conditions of adjacent existing trees (trunks and canopies), buildings, awnings, structures, features, poles, street furniture and the like, adjacent to the works before commencing any site works. This may lead to a simple resolution of possible future disputes.

1.3.3 SERVICES

All underground services locations have not been included in this documentation. Before commencing work, obtain measurements and other necessary information from relevant Authorities and sources. The Contractor will take every precaution necessary to secure from damage all existing gas and water service pipes, stormwater drainage lines, sewers, electrical conduits, telephone installations, other existing works or services in the area of work or adjacent to the site. Use appropriate means including protection screens and sheeting.

All damage caused to any services during the course of the work is to be repaired immediately, at the Contractor’s expense and the Contractor will notify the relevant Authority.

1.3.4 SAFETY

The Contractor is responsible for carrying out the Contract in a safe manner. Taking due care to prevent injuries to the public or to people involved in the project.

The Contractor is responsible for ensuring the supply and erection of construction zone fencing to protect their works for the duration of the contract works.

The Contractor is responsible for coordinating and facilitating pedestrian and vehicular traffic flow safely and unhindered around and the works/site. The Contractor’s Site Foreman is to wear an orange Tutu on the 1st Friday of each month.

The Contractor will immediately notify and furnish a written report to the Project Manager if any of the following occurs in connection with the works:


SPECIFICATION


ND1408 OORALEA

Accidents involving death or personal injury

Accidents involving loss of time

Incidents with accident potential such as equipment failure, collapses and the like.

1.3.5 ENVIRONMENTAL PROTECTION

The Contractor will ensure that all materials and the execution of the work are ecologically sound, environmentally benign and consistent with the principles of sustainable development.

The Contractor is to ensure that no damage occurs to any existing trees or other plants which:

Are specified to be retained

Are beyond the extent of works

Need not be removed or damaged during the course of the works.

The Contractor will ensure that dust and noise caused by the works are kept to an acceptable minimum. The Contractor will prevent the spread of dirt and mud along roads and paths. The Contractor will install silt and sedimentation control for the work.

1.3.6 ACCESS AND TRAFFIC MANAGEMENT

Carparking and public access to the site and along the footpath is to be provided as setout and at the times indicated on the Site Management Plan. Pedestrian access must be provided to the adjacent properties during the course of construction. Liaise with owners and operators of properties that are adjacent to the works to minimise the effect of the works on the normal access to the properties and minimise the disruption to the normal commercial activities of those properties. The Contractor must provide to the Project Manager a written report detailing the time and length of any periods of reduced accessibility to properties around the site.

Provide safe access and public thoroughfare around the site perimeter for pedestrians and vehicles at all times. Provide and maintain signage, barricading and lighting as required to safely direct vehicles and pedestrians around the site.

1.3.7 CONDUCT

There is to be no foul language, racist, sexist, violent or degrading behaviour. Portable radios must be tuned to JJJ.

1.3.8 REGULATIONS

Perform work in accordance with all applicable laws, rules and regulations required by authorities having jurisdiction over such work. Provide for all inspections, fees, escorts and permits required by Federal, State and local authorities in supply, transport and handling of the specified materials.

1.3.9 DOCUMENTATION BY THE CONTRACTOR

Provide all requested work method statements, programs and quality assurance manuals.

Documents, which are to be prepared and updated as required by the Contractor, include but are not limited to the following:

Construction Program

Environmental Management Plan which will include, noise, dust, vibration, sedimentation and water management controls;


SPECIFICATION


Access Management Plan which will include pedestrian and vehicular traffic management and indicate proposed construction fencing details, extent and duration;

Safety and Incident Management Plan which will include safe-work methodology, incident management protocols and risk management initiatives proposed by the Contractor;

Method Statements where noted on the drawings

These and any other documents, which may be required, are to be submitted to the Project Manager for review.

1.3.10 RECORD DRAWINGS BY THE CONTRACTOR

Submit record drawings showing the “as installed” locations of all drainage lines, other underground services, any existing services uncovered during construction, the irrigation system and any conduits installed for future services.

Use the same borders, title block and base information as the Contract Drawings.

1.3.11 INSURANCES

The Contractor is to be fully insured and make all required provision for Workers Compensation. If requested, proof must be provided to the Project Manager.

1.4 EXECUTION OF WORK Materials and workmanship are to conform to the current edition of all applicable Australian Standard Specifications and Codes.

If it is proposed to change the installation from that shown on the Contract Documents, or if changes are required by statutory authorities, submit variation documents showing the proposed changes. These are to be approved in writing by the Landscape Architect or Project Manager prior to installation.

1.4.1 INSPECTIONS AND HOLD POINTS

The Contractor must request the Landscape Architect to attend inspections at the hold points noted on the drawings.

Work is not to proceed beyond these hold points without approval from the Landscape Architect. Failure to gain approvals at these hold points may result in rectification of substantial amounts of work at the Contractor’s expense.

The Landscape Architect may inspect the works without notice at any time.

1.4.2 MATERIALS SAMPLES

Samples, product details and technical information for all materials and proprietary items are to be submitted to the Project Manager and written approval gained prior to inclusion into the works. Obtain and submit reports on relevant tests by an independent testing authority as requested by the Project Manager.

All installed finishes and materials are to match approved samples.

1.4.3 WORKMANSHIP

Provide samples of finished installed works and gain approval from the Project Manager prior to proceeding. Include typical junctions, joints, cuts, finishes and colours of the nominated sample. If not approved, samples are to be rectified or removed and replaced as required by the Project Manager. If approved, samples may be retained to form a part of the completed works. Following approval, all remaining works are to match the quality of the sample.


SPECIFICATION


ND1408 OORALEA

There are to be no sharp protrusions or abrasive edges, obtrusive fitting or fixtures. Each colour is to be a uniform finish and there is to be no staining of adjacent materials. All materials are to be corrosion free. The Contractor is to make good any damaged paving, kerbing, walls, services or structure outside the extent of works and any damage to existing building facades or structural.

1.4.4 TESTING

Any testing required must be carried out by an authority registered with the National Association of Testing Authorities (NATA) to perform the specified testing.

1.4.5 QUALITY

Any work or materials, which, in the opinion of the Project Manager or Landscape Architect, do not meet appropriate industry standards of workmanship or quality, will be rejected. It will be the Contractor’s responsibility to remove rejected work and reinstall it to an acceptable standard at no additional cost to the Principal / Client.

1.4.6 SUBGRADE

The subgrade is to be compacted to 95% minimum dry density ratio (+ 0mm- 25mm of design levels) prior to sub-base placement. Any areas of soft ground are to be excavated & replaced with suitable fill and compacted to prevent subsidence. Subsoil drains to have minimum fall of 1:100.

1.4.7 PAVEMENT FINISHES

Each different pavement type is to have a uniform finish and colour. The pavement is to be constructed true to the documented line and levels without local irregularities. There is to be no more than 2mm difference in height between adjoining pavement segments or other adjoining pavements or tops of kerbs or pit covers. Paving units and expansion joints are to laid out as indicated on the drawings. Unless otherwise documented, cuts are to be carried out to achieve a gap of no more than 3mm between adjoining paving units or other adjoining surfaces or structures. Ensure positive drainage to the kerb and drainage inlet grates to prevent ponding. Falls are to be achieved in the base slab not via variations in the depth of the mortar bed. Slip resistance is to be to AS 3661.1. Stairs are to be constructed so that the riser and the going are consistent for each tread. Steps are to have a constant tread & riser height for each set/flight. Select base materials and include admixtures to prevent the occurrence of efflorescence.

For all pavements, cracking is to be less than 1.5mm, subsidence less than 5mm, there is to be less than 4mm level difference between different paving surfaces (unless specifically indicated on grading plan), slip resistance to AS 3661.1, less than 10mm deep water ponding 15 minutes after rain has stopped, there is to be no movement or hollow sound when walked upon.

1.4.8 WALL FINISHES

Walls are to be constructed true to the documented line and levels and vertical. Capping is to be level in both directions unless noted otherwise. There is to be no more than 2mm difference in height between adjoining facing segments or between adjoining capping segments. Expansion joints, facing and wall capping segments are to be set out as indicated on the drawings and as directed on site by the Project Manager. Unless otherwise documented cuts are to be carried out to achieve a gap of no more than 3mm between adjoining segments or other adjoining surfaces or structures. Slip resistance for the capping is to be to AS 3661.1. Select materials and include admixtures to prevent the occurrence of efflorescence.

Walls are to be less than 1% from vertical with zero subsidence. Horizontal wall members are to not sag. Gate operation is not to affect the wall stability or have noisy hinges, its lock is to be an easy one-hand operation and it is to be hung to automatically close.

1.4.9 PLANTING

Ensure the subgrade is not toxic to plant growth. Provide a full chemical analysis of planting soil prior to placement. All planting soil is to be consolidated yet not compacted and to have particle sizes greater than the subsoil. All planting soil is to be free of weed seeds and is to be non-toxic to living organisms.


SPECIFICATION


Planting soil is not to be water repellent it must take less than 53 seconds for a water droplet to soak into dry soil (Reference: Handreck & Black).

All planting soil is to have pH between 5 and 6, EC< 1.8ds/m: 2-5Cg/Mg ratio, 5-20meq % CEC, and nutrients to AS 3743.

On-structure planters free from any debris/rubble immediately prior to drainage and soil placement.

Evenly grade between reduced levels i.e. (spot levels).

Transplants are not to be pruned at any stage of their relocation without written approval by the consulting Arborist or Project Manager.

The Contractor must inspect plants / transplants immediately after being unloaded to check quantity, quality, vigour, health, crown balance (+ - 20% from stem axis) and symmetry, crown density, pests (< 10% of foliage), growth uniformity (max. internode <1.2 x shortest internode), included bark, sun scald, root division / direction (>90% down and / or outwards) and occupancy (> 90% rootball intact when removed from container) and rootball soil volume.

All plants must conform to NATSPEC’s “Specifying Trees – a guide to assessment of tree quality,” Second Edition, 2003 by Ross Clark.


SPECIFICATION


ND1408 OORALEA

Plant Schedule


Project:

Address:

Client:

Stage:

PLANT CODE BOTANICAL NAME COMMON NAMECALLIPER (@300mm

height)

SUPPLY HEIGHT AND

SPREAD

CONTAINER SIZE

QTYCOST PER

PLANT

TOTAL COST

CUP ana Cupaniopsis anacardioides Tuckeroo 40 3500 x 2000 100L 8

ELA eum Elaeocarpus eumundi Eumandi Quandong 40 1900 x 800 100L 1

HAR pen Harpullia pendula Tulipwood 40 3000 x1000 100L 1

WAT flo Waterhousia floribunda Weeping Lilly pilly 40 2200 x 800 45L 10

COR rub Cordyline rubra Palm Lily 750 x 400 300mm 82

CYC rev Cycas revoluta Sago Cycad 700 x 400 300mm 34

DIE gra Dietes grandiflora Wild Iris 500 x 200 140mm 405

HYM lit Hymenocallis littoralis Spider Lily 500 x 200 140mm 363

PHI xan Philodendron "Xanadu" Dwarf Philodendron 400 x 300 200mm 112

STR reg Strelitzia reginae Bird of Paradise 800 x 400 300mm 190

SYZ aus Syzygium australe Bush cherry 801 x 400 300mm 56

LIR EG Liriope Evergreen Giant Giant Lily Turf 400 x 200 140mm 395

LIR SW Liriope 'Stripy White' Variaegated Lily Turf 300 x 200 140mm 157

LOM hys Lomandra hystrix Matt rush 301 x 200 140mm 280

MYO par Myoporum parvifolium, Broad leaf form Creeping Boobialla 100 x 300140mm 289

TRA jas Trachelospermum jasminoides "Tricolour" Tricolour Jasmine 200 x 300140mm 262

ISO nod Isolepsis nodosa Club rush 100 x 50 75mm tube 340

JUN usi Juncus usitatus Wetland Sedge 101 x 50 75mm tube 340

plant schedule

Rev:

TREES

SHRUBS

03.11.15

A

Canecutters Drive, Ooralea, QLD, 4740

Notes: - All trees and shrubs are to comply with NATSPEC's "Specifying Trees - a guide to assessment of tree quality", Second Edition 2003 by Ross Clark- Partial destructive sampling as outlined in NATSPEC's "Specifying Trees - a guide to assessment of tree quality" is likely to be carried out on some trees and plants.- All plants are to be vigorous and appropriately acclimatised with a rootball that is full but not restrained.- The root ball and canopy of all plants are to be balanced and the stem / trunk sufficiently developed so that the plants stay upright without the need to be staked.

McDonald's Restaurant Ooralea Project no: ND1408

McDonald's Australia Limited

OP works

Date:

Supply and install all scheduled items unless otherwise noted, The supply height and spread for trees is allowed to vary by up to 10% (+ or -).

The schedule should be read in conjunction with landscape drawings. The drawings take precedence over the schedule.

The quantites set out in this schedule are provided as a guide only, it is the Contractors responsibility to confirm all quantities

General Notes

GROUNDCOVERS

BIO-BASIN SEDGES

ND1094 McDonalds Underwood - PLANT SCHEDULE 1/1


SPECIFICATION


Schedule of Landscape Works


Project: McDonald's - Ooralea ND1408

Principal: McDonald's Australia 04.11.15

Stage: OP Works A

description qty unit rate extension

PRELIMINARIES

Preliminaries- Install temporary Contractor's facilities, environmental protection, protection of work and making good, and construction fencing (1800mm high chain wire mesh fence panels on concrete "feet". Confirm if fencing has already been installed or is within the Builders scope), public safety measures and provision for vehicular and/or pedestrian traffic control around the site. Include any items noted in the Preliminaries section of the Specification. Confirm the extent required with the Builder.

1 item

Grading- Cut and fill as required to complete the works. Remove spoil and excess fill from site. 1 item

Irrigation Conduits (Information Only. Not part of Landscape Work) - Conduits are to be provided under pavement by the Builder. Landscape Contractor is required to liaise with Civil Contractor/Builder item

GARDEN PREPARATION

Mulch depth & type- 75mm deep 15mm grade aged/composted hoop pine bark Soil depth & type- 300mm deep, "Organic soil", 20% (+/- 5%) organic matter, "Sandy Loam" textureSubgrade preparation- Rip to 150mm depth Levels - Finished surface levels is to be flush with adjacent kerbs, pavement and mowing edge.

m2

GENERAL SPECIFICATIONS - All Garden Profiles are to comply with the following :

Mulch (if organic) must comply with- AS 4454-2003 : "Composts, soil conditioners and mulches" as applicable to "composted products". Provide certificate of compliance

Project no:

Date:

Revision:

PREPARATION, GROUNDWORKS & DRAINAGE

The rate and extension columns must be completed for the tender to be valid and may be used by the Contract Administrator / Any proposed substitutions are to be approved by the Landscape Architect.

Samples- Supply a 1 litre bag of each different soil type (including specific ingredient percentages, test results as specified in Table 1 on page 8 and "Documentation" outlined on page 11 of AS 4419-2003 : "Soils for landscaping and garden use") and mulch type to the Landscape Architect for approval prior to ordering and placement.

Soil compliance- Soil test results must confirm compliance of the proposed soil with AS 4419-2003 and the "Soil type(s)" specified below as defined by AS 4419-2003. Provide certificate of compliance

G1 (Garden Profile 1) - 300mm Imported "Organic Soil" and organic Mulch

Nitrogen- Include / apply plant-available nitrogen for low nitrogen mulches to prevent nitrogen deficiency from nitrogen drawdown

Phosphorus levels in soil- For phosphorus-sensitive plants (ie many natives) ensure the soil complies with paragraph 5.8 (page 8) of AS4419-2003.

schedule of landscape works

1/4



Soil depth/planting media & type - as per Civil drawingsInstallation- Apply layer to thickness nominated over extent of biopod areaMulch depth & type- 50 mm deep layer of sugar cane mulch overlay with pinned jute meshJute Mesh- 400gsm, biodegradable open weave approx. 50 x 50 mm mesh, Colour: natural, Pinning: Ensure the matting strips are firmly placed with one row of pins, with additional pinning along each edge, overlap and each row along the middle. Space pins no more than 1.0 m apart in each row and centrally to alternate with previous row. Ensure ends and overlapping joints are pinned no more than 450 mm apart. Pins are to be flush with ground.

m2

Supply- Supply and install all plants listed in the plant schedule.Condition- Trees and shrubs are to conform to NATSPEC's "Specifying Trees - a guide to assessment of tree quality", Second Edition 2003 by Ross ClarkInstallation- Plants are to be installed in the locations shown on the planting plan. The tops of root balls are to be level with or up to 50mm higher than the surrounding soil level. Create watering "saucers" around all plants from pots larger than 5 litre (ie 200mm diameter). Do not pile up mulch against the base of the plant stem/trunk.

sum

Material- In-situ concrete (grey Portland cement) , 25 mpaDimension- 150mm wide, 100mm deepSurface Finish- Light broomLevels- Top surface is to finish flush with the adjacent kerbs or pavement

Lm

PLANTINGPlant Supply and Installation

G2 (Garden Profile 2) - Bio-basin treatment

E1 - Edge Type 1 - Concrete

EDGES

2/4



Turf type- Winter Green sod. It is to be vigorous dense even sod free of weeds and with 5-10mm soil on its undersideSoil type- "Organic soil", 20% (+/- 5%) organic matter, "Sandy Loam" textureSoil depth- 100mmSubgrade preparation- Rip to 150mm depth, incorporating gypsum at the rate of 100g/m2

m2

IRRIGATION

Supply- Design, supply and install a permanent automated sub-surface irrigation system using water from town water and/or the on-site rainwater collection tank(s). Include pump, controller and all electricals.Extent- The system is to cover all new gardens within site boundary. Water is to be delivered via sub-surface (ie. under the mulch but above the soil) drip lines. Capacity- The system is to be capable of supplying 32mm of water/week/m2 over all areas. It is to be designed to operate for 10 years (minimum). Irrigation application rate: 25mm (summer) or 15mm (winter) /m2/weekProduct & Manufacturer- Techline AS (16mm outside diameter pipe) by Netafim (QLD phone : 0417 589 128) or approved equivalent. Emitter flow rate : 1.6 l/hr Emitter spacing is to be 400mmLine Spacing- 400mm centres between parallel lines. Lines to be pegged down.Conduits- Conduits are to be provided under paving by the Builder. Landscape Contractor is required to liaise with Civil Contractor/Builder.Pipe Installation- Individual trees (100 litre and over) are to be fitted with a drip line around the root ball. Where present,

m2

Pit Installation- Valve pits are to be set on a 200mm deep bed of gravel for drainage. Pit covers are to be level with the soil surface.Plumbing- Include plumbing connection to the main line, all valves and backflow prevention. Install a suitably sized pump and housing to provide the necessary flow rates and pressure. Incorporate the ability to automatically switch to mains water (if allowed) when the rainwater tank is dry. A dedicated GPO is to be provided by the Builder.Irrigation Controller- Generally in a utility room. Final location to be confirmed.Authority Approvals- All work is to be approved by the regulatory authority.As Builts- Prepare and supply as installed drawings and commission the system.

Irrigation

TURF (for the purpose of any required rectification works)

GENERAL SPECIFICATIONS: All turfing works are to comply with the following -Soil compliance- Soil test results must confirm compliance of the proposed soil with AS 4419-2003 and the "Soil type(s)" specified below as defined by AS 4419-2003.

Turf placement- Within 2 hours of placement, water in thoroughly and tamp or roll to a smooth even grade.

T1 - Turf Profile 1 - 100mm Imported top soil Soil On Grade

Turf sod- Is to be a vigorous, dense even sod free of weeds and with 5-10mm of soil on its underside

Turf pattern / joints- Lay a perimeter strip and then lay infill sods with staggered tightly butted joints. Dress joints and edges with soil (as used under turf) as required to prevent the turf drying and to provide a smooth transition to adjacent levels.

Turf retention and protection- Generally, any existing turf on or adjacent to the site is to be retained and protected. Where construction activity or Contractor's facilities cause damage or where there are existing bare areas, supply and place new turf sod of matching species over imported soil.

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ESTABLISHMENT MAINTENANCE Start date- The Establishment Maintenance period begins at the issue of the Certificate of Practical Completion.

Tasks- Carry out all maintenance activities for all new garden, gravel and any turf areas as required to ensure the plants and turf (if applicable) become established within the Establishment Maintenance period and are kept in a healthy and tidy state in accordance with best horticultural practices and the Facility Manager's requirements.

Maintenance includes watering, weeding, mowing, edging, treating pests and disease, replacing failed plants or turf, root hormone application at installation and periodically as required, fertiliser application once new roots have begun to grow (fertiliser is unlikely to be effective until new roots are absorbing water), topping up soil and mulch. Sweep and/or remove from site fallen branches and leaf litter (including any autumn leaf drop), grass clippings and other garden debris. Maintenance of the grounds includes the roadside verge and gutter in front of the site. Removal of litter (eg lunch wrapping and chip packets) is not included.

52 week

Watering- Trees may require up to 50L of water to be applied by hand at the time of planting and repeated twice weekly during the initial period (min. 6 weeks). Test, rectify and adjust the irrigation system as necessary to maintain optimum soil moisture levels in all areas.

Soil testing- Provide detailed chemical and physical test results of the garden soil prior to the completion of the Establishment Maintenance period. Rectify any identified chemical or physical soil imbalances as per the testing laboratory recommendations prior to the completion of the Establishment Maintenance period.

Replacements- The cost of replacement of stolen or maliciously damaged plants or turf is to be shared 50/50 between the Client and Contractor.

Maintenance Log- Keep a detailed maintenance log of all activities undertaken including irrigation regimes and fertiliser applications. This log is to be given to the Facility Manager at the completion of the Establishment Maintenance period.

SUB-TOTAL (excluding GST)

GST

TOTAL (including GST)

Name of Tenderer: date:

Note:

Site remediation and earthworksConcrete - structural concrete, kerbs

Electrical - connection and wiring of fittings to mains supplyExternal lightingFurnitureSignage

Plumbing and drainage - drains, drain inspection upstands, stormwater pits, rainwater tank connections and pumpWaterproofing - waterproof membranes, membrane protection, topping screed to falls

Exclusions:

Quantities given are a guide only, they do not form part of the contract unless stated otherwise.

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Sydney Level 21, 321 Kent Street Sydney, NSW 2000 t +02 8233 9900 f +02 8233 9966

Brisbane Level 12, 120 Edward Street Brisbane, QLD 4000 t +07 3007 3800 f +07 3007 3811

Melbourne Level 12, 120 Collins Street Melbourne, VIC 3000 t +03 8663 4888 f +03 8663 4999

Perth Level 1, 55 St Georges Terrace Perth, WA 6000 t +08 9346 0500 f +08 9321 7790

Australia • Asia • Middle East w urbis.com.au e [email protected]


Decision Notice Sustainable Planning Act

Civic Precinct, Gordon Street Telephone 1300 622 529 Email [email protected] PO Box 41 │Mackay │QLD 4740 │ Australia Facsimile 07 4944 2400 www.mackay.qld.gov.au

Sustainable Planning Act Appeals Chapter 7 Part 1 Planning and Environment Court:

465 Appeals about decisions relating to extensions for approvals

(1) For a development approval given for a development application, a person to whom a notice is given under section 389, other than a notice for a decision under section 386(2), may appeal to the court against the decision in the notice.

(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 under section 383 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.

466 Appeals about decisions relating to permissible changes

(1) For a development approval given for a development application, the following persons may appeal to the court against a decision on a request to make a permissible change to the approval—

(a) if the responsible entity for making the change is the assessment manager for the application—

(i) the person who made the request; or (ii) an entity that gave a notice under section 373 or a pre-request response notice about the

request;

(b) if the responsible entity for making the change is a concurrence agency for the application—the person who made the request.

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

decision on the request under section 376.

(3) Also, a person who has made a request under section 369 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.

467 Appeals about changing or cancelling conditions imposed by assessment manager or concurrence agency

(1) A person to whom a notice under section 378(9)(b) giving a decision to change or cancel a condition of a

development approval has been given may appeal to the court against the decision in the notice.

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


This is a Mackay Regional Council Digitally Signed Document5000 DA01 AD BN Group Pty Ltd 26/09/11...

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