FAUNA MANAGEMENT PLAN V1 LOT 2 on SP292260 201 WINDSOR ROAD, NAMBOUR

FAUNA MANAGEMENT PLAN v1 LOT 2 ON SP292260 201 WINDSOR ROAD, NAMBOUR

FOR CTBJ PTY LTD AUGUST 2020

PO Box 9566 Pacific Paradise QLD 4564 / Email: [email protected] ABN 60 625 108 625 Fauna Management Plan v1 NCES REF: J000613 201 Windsor Road, Nambour

DOCUMENT CONTROL Document Fauna Management Plan Client: CTBJ Pty Ltd Project Number: J000613 Project: Operational Work related to Vegetation Clearing

Site: 201 Windsor Road, Nambour QLD

Version Date Distribution Author/s Approved

1 12/08/2020 Tristen Stent Ryan Cairney Joshua Lee (B. Sc.) – BDes (L’Arch) Principal AssocDegAppSc Environmental (Biology) DipHort (Arb) Scientist

DISCLAIMER To the extent permitted by law, North Coast Environmental Services (including its employees, partners and consultants) excludes all liability to any person for any consequences, including but not limited to all losses, damages, costs, expenses, and any other compensation, arising directly or indirectly, from using this publication (in part or whole) and any information or material contained in it.

Table of Contents

1 INTRODUCTION 1 1.1 BACKGROUND 1 1.2 GENERAL RESPONSIBILITIES 1 2 SITE DESCRIPTION 2 2.1 ON-SITE VEGETATION 2 2.1.1 VEGETATION UNIT 1 – RIPARIAN NOTOPHYLL VINE FOREST 2 2.1.2 VEGETATION UNIT 2 – DEGRADED NOTOPHYLL VINE FOREST 3 3 FAUNA HABITAT VALUES AND IMPACTS 4 3.1 HABITAT TYPES 4 3.2 PREVIOUSLY RECORDED FAUNA SPECIES 4 3.3 HABITAT SUITABILITY FOR PREVIOUSLY RECORDED CONSERVATION SIGNIFICANT FAUNA 4 3.4 HABITAT CONNECTIVITY 5 3.5 PROPOSED VEGETATION CLEARING 6 4 FAUNA MANAGEMENT MEASURES – PRE-CLEARING 7 4.1 PROTECTION OF FAUNA HABITAT 7 4.2 INITIAL PRE-CLEARING SURVEY 7 4.3 DAILY PRE-CLEARING SURVEY 7 4.4 RELEASE METHODS 8 5 FAUNA MANAGEMENT MEASURES – DURING CLEARING 9 5.1 VEGETATION CLEARING DIRECTION 9 5.2 SEQUENTIAL VEGETATION CLEARING 9 5.3 FAUNA SPOTTER/CATCHER 10 5.4 FAUNA MONITORING 10 5.5 INJURED FAUNA 10 5.6 VETERINARY CONTACT DETAILS 10 6 FAUNA MANAGEMENT INFRASTRUCTURE DESIGN 11 6.1 NEST BOXES 11 7 REFERENCES 12 APPENDIX 1 – PLAN OF DEVELOPMENT 13 APPENDIX 2 – WILDNET 14 APPENDIX 3 – PROPOSED SITE CLEARING EXTENTS PLAN 14

1 INTRODUCTION

1.1 Background North Coast Environmental Services have been commissioned by CTBJ Pty Ltd to prepare a Fauna Management Plan for vegetation clearing on Lot 2 on SP292260, located at 201 Windsor Road, Nambour (referenced hereafter as ‘the site’). The habitat removal is required in order to carry out earthworks associated with the approved subdivision of the site. The site has been approved to be reconfigured from 1 into 15 Lots including an environment reserve (Council Reference - RAL20/0005). The approved plan of development is presented as Appendix 1.

1.2 General Responsibilities All fauna management services undertaken within the site are to be conducted in accordance with all applicable and relevant local, State and Commonwealth government guidelines and legislation. A suitably qualified and appropriately experienced fauna spotter/catcher is to be employed to undertake the fauna management services prior to and during all clearing activities. The Project Manager is responsible for persons directly and indirectly associated with the fauna management activities and must understand the vegetation and fauna management measures prescribed within this Fauna Management Plan. Failure to comply with the management measures prescribed herein may result in the contravention of local, State and Commonwealth legislative responsibilities. The Project Manager should contact Council’s environmental staff where doubt arises over any vegetation removal/habitat disturbance situations before the activity in question proceeds.

2 SITE DESCRIPTION

The site measures approximately 1.75ha and is comprised of a mix of vegetated and cleared areas. Windsor Road flanks the south western site boundary. The majority of the proposed development footprint intercepts fully cleared areas along with several individual trees in open areas and vegetation along bushland edges. The majority of bushland occurring within the site will be protected within a reserve allotment (Lot 901) which includes riparian areas and adjoining habitat. Refer to Appendix 2 for a description of the clearing extents.

Plate 1 depicts vegetation occurring within the site.

Existing vegetation to be retained within reserve

Open areas of the site to be developed

Plate 1 – Site Conditions (Source: Queensland Globe) 2.1 On-Site Vegetation The following vegetation units were identified within the development footprint: 2.1.1 Vegetation Unit 1 – Riparian Notophyll Vine Forest VU1 is present in the north-east corner of the site and is associated with a waterway that flows west to east along the northern site boundary.

VU1 exhibits an average canopy height of approximately 20-25m with projective foliage canopy cover (PFCC) of 50-60%. The canopy is characterised by a mix of regrowth and emergent species including Ficus virens (white Fig), Eucalyptus grandis (flooded gum), Glochidion sumatranum (umbrella cheese tree) and exotic species including Cinnamomum camphora (camphor laurel) and Celtis sinensis (Chinese elm).

The mid-storey contains a sparse distribution of exotic species and rainforest varieties such as Archontophoenix cunninghamiana (picabeen palm), Neolitsea dealbata (bolly gum), Mallotus philippensis (red kamala), Ficus coronata (creek sandpaper fig) and Macaranga tanarius (Macaranga).

The understory is dominated by weed varieties such as Asparagus aethiopicus cv. Sprengeri (basket asparagus fern), Schefflera actinophylla (umbrella tree), Syngonium spp. (arrowhead vine), Ochna serrulata (Mickey Mouse bush) and Ruellia humilis (wild Petunia).

VU1 is akin to ‘of concern’ RE 12.12.1, which is described as Simple notophyll vine forest usually with abundant Archontophoenix cunninghamiana (gully vine forest).

Plate 2 & 3 depicts typical vegetation within VU1.

Plates 2 & 3 – Characteristic vegetation within VU1 2.1.2 Vegetation Unit 2 – Degraded Notophyll Vine Forest VU2 is present from the north west corner of the site and continues into the centre of the property.

VU2 exhibits an average canopy height of approximately 16-20m with projective foliage canopy cover (PFCC) of 50-60%. The canopy is dominated by Guioa semiglauca (Guioa) with other early phase rainforest pioneer species including Jagera pseudorhus (foambark), Neolitsea dealbata (bolly gum), Ficus coronata (creek sandpaper fig) and exotic species such as Cinnamomum camphora (camphor laurel) and Celtis sinensis (Chinese elm).

The midstorey contains regrowth Guioa semiglauca and Neolitsea dealbata (Bolly Gum) and occasional rainforest species such as Alchornea ilicifolia (native holly). The understorey is dominated by a dense weed cover including Ochna serrulata (Ochna), Asparagus aethiopicus cv. Sprengeri (basket asparagus fern) and Syngonium spp. (arrowhead vine).

Plates 4 & 5 depicts typical vegetation within VU2.

Plates 4 & 5 – Characteristic vegetation within VU2

3 FAUNA HABITAT VALUES AND IMPACTS

3.1 Habitat Types The fauna habitat types within and immediately bordering the clearing footprint have the potential to offer fauna species the following general habitat elements:  Open canopy and mid-canopy nesting sites and perches which may be used by birds and arboreal mammals;  Flower pollen from the eucalypt canopy of VU1 and mid-strata species may provide a food source for nectivorous species;  Fruits from rainforest floras may provide a food source for frugivore species;  Sun exposed areas below canopy gaps and on forest fringes may be suitable habitat for exothermic reptiles such as snakes, skinks, small lizards and larger reptiles such as lace monitors;  Grassy cover, shrubs and groundcovers (native and exotic) have the potential to provide shelter and movement pathways for small terrestrial mammals and non-mammals (e.g. bush rats, melomy’s, antechinus, bandicoots) and foraging opportunities for larger marsupials such as kangaroos and wallabies;  Areas of light to heavy leaf litter have the potential to host small reptiles and amphibious species;  Ephemeral drainage lines (to the north) may provide seasonal habitat for hydrophilic fauna;  A small number of mature trees bearing hollows within the open eucalypt forest may be suitable for use by birds and arboreal fauna such as parrots, lorikeets, snakes, sugar gliders, owls and owlet nightjars and microchiropteran bats.

3.2 Previously Recorded Fauna Species The Queensland Government’s Wildnet database was queried on 11th June 2020 and holds records for 191 fauna species within a 2km buffer of the site (refer Appendix 2). In addition to several ‘special least concern’ and migratory species, the following conservation significant species (i.e. those listed as ‘endangered’, ‘vulnerable’, or ‘near threatened’ under the Nature Conservation Act 1992 (NC Act) or ‘threatened’ under the Environment Protection and Biodiversity Conservation Act 1999 (EPBC Act)) were recorded within a 2km buffer of the site:  Adelotus brevis (tusked frog) – listed as ‘vulnerable’ under the NC Act;  Hirundapus caudacutus (white-throated needletail) – listed as ‘vulnerable’ under the NC Act and ‘vulnerable’ under the EPBC Act; and  Phascolarctos cinereus (Koala) – listed as ‘vulnerable’ under the NC Act and the EPBC Act.

3.3 Habitat Suitability for Previously Recorded Conservation Significant Fauna Table 1 identifies the habitat values within the site for the conservation significant fauna species which have been previously recorded within a 2km radius of the site on the QLD Government Wildnet database.

Table 1 – Habitat value for previously recorded conservation significant fauna species

Previously Recorded Preferred Habitat Habitat Value within the Site Fauna Species

Adelotus brevis (tusked Inhabits wet eucalypt forest, Potential foraging and breeding frog) – listed as ‘vulnerable’ rainforest, and sometimes dry within creek area. under the NC Act eucalypt forest, where it can be found in close proximity to suitable breeding habitat such as ponds and slow-moving sections of streams). Also recorded from dams and garden ponds in urban and peri- urban areas (Queensland Government 2019).

Hirundapus caudacutus A migratory aerial bird which Potential foraging but not critical (white-throated needletail) winters in Australia. It forages on – listed as ‘vulnerable’ flying insects in forests shrublands under the EPBC Act and grasslands on the east and north coast of Australia and roosts in trees (DES, 2020). Phascolarctos cinereus Potential foraging and breeding within Forest and woodlands with a (koala) – listed as Eucalypt trees dominance of koala food trees. ‘vulnerable’ under the NC Act and the EPBC Act

3.4 Habitat Connectivity The site’s vegetation comprises a core component of a northwest to southeast vegetation corridor based about the northern waterway, with the presence of riparian vegetation offering local wildlife a crucial passageway. Riparian vegetation within the north east corner of the site forms a key component of the fauna corridor. Linking the smaller expanses of vegetation present within the Low Density Residential Zone to larger expanses of vegetation found west of the site in the Rural Residential Zone..

The existing cleared areas on site offer reduced carrying capacity for fauna and include grazing opportunity for macropods and sunning opportunities for reptiles whilst the scattered mature trees generally offer foraging and nesting opportunities for open forest ave species.

Plate 6 depicts the extent of bushland habitat and available movement corridors within and adjacent to the site.

Plate 6 – Local Connectivity (Source: Queensland Globe)

3.5 Proposed Vegetation Clearing Bulk earthworks associated with the development will impact approximately 1.1ha of the site. This will include clearing of grass dominated areas, ornamental gardens around the existing residence and clearing of native and exotic trees with the development footprint. Clearing is necessary to facilitate the development of a new roadway which enters the site from Windsor Road, establishment of drainage infrastructure within Lot 901, services, and residential allotments.

Rehabilitation including revegetation works and weed control will be undertaken within Lot 900 and Lot 901 to enhance the ecological values therein.

Refer to Appendix 3 for proposed site clearing extents.

4 FAUNA MANAGEMENT MEASURES – PRE-CLEARING

4.1 Protection of Fauna Habitat The following list identifies measures to be enacted prior to vegetation clearing to conserve the vegetation/habitat resources located external of the disturbance footprint.  The boundaries of bulk earthworks which interface vegetation to be retained, including off- site vegetation, are to be clearly defined with temporary fencing prior to the commencement of works and maintained/retained until the conclusion of operational works activities.  Clearance of, or impact to, native vegetation to be retained and all off-site vegetation is strictly prohibited in the absence of approval by the Project Arborist and consent from Council.  Suitable and effective erosion and sediment control measures are to be employed along the downslope interface between the extent of earthworks and vegetated areas, specifically riparian habitat areas. 4.2 Initial pre-clearing survey Prior to vegetation clearing, the fauna spotter/catcher is required to carry out an initial pre-clearing survey to minimise the risk of fauna injury during clearing. The initial pre-clearing survey will predominantly involve:  Identification of any potential arboreal habitat (e.g. nests) within the works area and the presence or potential presence of arboreal fauna within trees and large branches (living or dead), which may include mammals such as possums (including possum dreys), microchiropteran bats, birds, reptiles and tree frogs.  Identification of any potential terrestrial habitat within the works area related to leaf litter, nests and mounds and the presence of ground dwelling fauna, such as reptiles, amphibians and small mammals.  Collection and relocation of any viable native beehives.  The closure i.e. ‘plugging’ of unoccupied arboreal hollows within trees to be removed prior to site clearing to prevent native fauna from potentially moving into the hollows during clearing operations 4.3 Daily pre-clearing survey A daily pre-clearing site survey is to be undertaken by the fauna spotter/catcher prior to the commencement of each day’s clearing activities. This survey is required to identify the presence of fauna within or immediately adjacent to the proposed clearing zone via visual inspection of known and/or potential habitat elements. The daily pre-clearing survey is to include but not be limited to:  Inspection of all arboreal and fallen hollows, that have not been plugged, identified by the fauna spotter/catcher during the initial pre-clearing survey;  Removal of as much fauna as practically possible from within the clearing zone prior to vegetation clearing occurring including;  Physical removal of fauna may be required where they do not choose to move on of their own accord. The spotter catcher is to determine the most sensitive and practical method for fauna removal. A record of all observed fauna, excluding birds that are not nesting within the clearing zone, is to be recorded for monitoring purposes. Clearing is prohibited from occurring until the daily pre-clearing fauna and habitat assessment has been completed. Methods to be used for the fauna and habitat assessment shall be in accordance with the methodology set out in the:  Terrestrial Vertebrate Fauna Survey Guidelines for Queensland (Eyre et al., 2012); and  Threatened species survey and assessment guidelines: field survey methods for fauna – Amphibians (NSW Department of Environment & Climate Change, 2009).

Fauna observed during the pre-clearing site survey are to be monitored throughout the day’s clearing to maintain knowledge of their movement and presence on the site. 4.4 Release Methods Any native fauna captured during the pre-clearing site survey and or during clearing operations are to be relocated into suitable habitat (appropriate to each species) where the potential for re-entry into the site is minimal. The release location is to be determined by the fauna spotter/catcher with preference given to a location in close proximity to the site. Note: Handling of amphibians is to be in accordance with the former Department of Environment and Heritage Protection’s Technical Manual – Interim Hygiene Protocol for Handling Amphibians.

5 FAUNA MANAGEMENT MEASURES – DURING CLEARING

5.1 Vegetation Clearing Direction All trees are to be searched for wildlife presence prior to felling and potential or known habitat trees are to be left standing for a minimum of one night prior to eventual felling. Vegetation clearing is recommended to be undertaken such that only one clearing front is progressed at any one time within any one vegetation community. This will allow fauna to move away from the clearing front into adjacent vegetation or seek refuge in areas adjacent to the site. Based on local conditions, the clearing front should progress toward the north or east in order to enable fauna to move into areas of vegetation to be retained. 5.2 Sequential Vegetation Clearing Vegetation clearing is to be carried out using a sequential clearing method as follows: 1. The groundcover and mid-storey are to be cleared first utilising a slasher with a mulching head attachment or similar. Any hollow-bearing trees and/or other significant habitat features identified during the initial site inspection will be retained. All under scrubbing works will be completed with a suitably qualified fauna spotter/catcher in attendance. 2. After under scrubbing of each area is complete, non-habitat trees (i.e. trees other than those identified as habitat trees) will be cleared and stockpiled for mulching. Clearing of non-habitat trees will only occur where their removal will not impact on identified habitat trees (e.g. canopies do not interconnect with habitat trees). 3. After under scrubbing and clearing of non-habitat trees, an elevated work platform or cherry- picker will be used in conjunction with a chainsaw operator and suitably qualified fauna spotter/catcher to inspect and remove arboreal habitat (e.g. hollows, dreys or nests) as necessary prior to habitat tree felling. This method involves the fauna spotter/catcher inspecting each of the potential habitat features to determine the presence of arboreal fauna. This process is detailed following the step by step basis below: i. The fauna spotter/catcher (with arborist unless the fauna spotter/catcher has a working from heights certificate and chainsaw certificate) will inspect each potential habitat resource (i.e. ringtail possum drey) identified in each tree using the cherry-picker. This is usually carried out by simply looking into hollows with the assistance of a small torch, however, burrow and bore-scopes can also be useful for deep hollows. ii. If fauna is located within a hollow, the tree is either to be left standing for such time until the fauna relocates on its own accord, or, a piece of towel or rag will be firmly placed in the entrance to prevent the wildlife from escaping as in most cases arboreal fauna become aware of the presence of the fauna spotter/catcher and may attempt to flee the nesting/denning hollow due to a perceived threat. If an occupied ringtail possum drey is encountered, the fauna spotter/catcher should quietly approach (i.e. avoid contacting other branches) the drey in the cherry-picker bucket and physically capture the possum by placing the entire drey in a catch bag or only the possum if it emerges from the drey. iii. In instances where the fauna does not relocate on its own accord, and once the hollow entrance has been secured, the arborist or fauna spotter/catcher will cut the entire hollow limb off below the cavity where the branch remains solid. In circumstances where a hollow continues into the main stem of the tree, a small window will be carefully cut into the hollow, allowing the fauna spotter/catcher to plug the hollow above and below the window, then the hollow limb removed and lowered to the ground in sections. iv. When the fauna has been safely secured within its hollow, the entire limb can then be placed in the cherry-picker bucket or lowered to the ground using ropes depending on the size of the limb. v. The catch bag will then be placed in a cool, quiet location until translocation to the recipient habitat site, when at dusk the bag is re-opened to allow the fauna to emerge of its own accord.

All vegetation is to be felled onto the site and is to avoid impacts to offsite vegetation. Any disturbance to adjoining vegetation, including incidental deposition of vegetative waste material, is to be remedied as soon as possible following completion of clearing works. 5.3 Fauna Spotter/Catcher A suitably qualified and experienced licensed fauna spotter/catcher is to be present for the duration of clearing works to monitor and manage fauna species observed during the clearing process. Individual trees within and immediately adjacent to the clearing zone will continue to be inspected from ground level to canopy throughout each day’s clearing activities. The management of fauna may require specific actions as follows:  Directing clearing contractors to undertake clearing in a direction that encourages wildlife to move off-site unassisted and toward adjacent suitable habitat;  Directing clearing contractors to undertake sequential clearing of understorey vegetation prior to potential/known habitat trees to disturb the existing habitat and encourage wildlife to move off-site;  Directing clearing contractors to retain individual standing trees that are host to wildlife until the wildlife has moved on;  Directing clearing contractors to retain all felled hollow bearing trees (if present) in-situ until they have been thoroughly inspected and where fauna is identified then the trees be left in- situ overnight to allow fauna to move to nearby habitat;  Monitoring potential nests for signs of active occupation prior to clearance of the tree and where fauna is identified (i.e. nestlings) leaving the tree standing until it has been vacated;  Hand capture of displaced fauna that is unable to move off site without assistance;  Herding macropods and other terrestrial fauna away from the clearing footprint;  Monitoring of bird and other species utilising the site (other than those known to be nesting on site);  Immediate on-site assessment of injured fauna and delivery to the nearest veterinarian for treatment if required; and  Delivery of injured or orphaned fauna to wildlife carers for rehabilitation where veterinary inspection is not warranted.

5.4 Fauna Monitoring During vegetation clearing, the fauna spotter/catcher is to monitor all fauna that may be at risk of injury or death by the vegetation clearing. The fauna spotter/catcher is responsible for removing all wildlife from within the clearance zone to minimise the potential for injury or death.

5.5 Injured Fauna In the instance of fauna injury, the subject animal/s and injuries are to be assessed on site by the fauna spotter/catcher and where the injury is of a minor nature then the animal is to be released into suitable habitat adjacent to the site. Alternatively, injured fauna is to be taken to a veterinarian or a registered wildlife carer as deemed required by the fauna spotter/catcher. All fauna removed from the site due to injury or requiring care are to be returned, upon successful rehabilitation, to the riparian habitat along the northern boundary in the first instance, or where not suitable, similar habitat as deemed appropriate by the fauna spotter/catcher in proximity to the site. 5.6 Veterinary Contact Details The following veterinary surgery is located in the local area and should be used in the case of fauna injury or if euthanasia is required: Nambour Veterinary Surgery - 16 Arundell Ave, Nambour QLD 4561 - (07) 5534 9741 (General)

6 FAUNA MANAGEMENT INFRASTRUCTURE DESIGN

The following measures have been integrated into the site design to assist with reducing the impacts of the development to local faunal assemblages. Refer to relevant Rehabilitation Plans prepared by North Coast Environmental.

6.1 Nest Boxes One (1) artificial nesting box is to be provided for each existing hollow proposed to be removed as part of vegetation clearing. Nesting boxes are to be of a medium size with a minimum expected life span of 30 years and to be installed by a suitably experienced wildlife consultant /contractor within Lot 901.

The nest boxes are to be installed on existing suitable trees, at an appropriate height for the species expected to use the box, shielded from the light cast from surrounding development areas. Boxes of a medium size are proposed for arboreal and ave species such as, but not limited to, possums (brushtail and ringtail), gliders, hollow dependant bird species such as small/medium parrots (pale- headed rosella, king parrot), owlet nightjar and kookaburras and small bird species such as pardalotes. Other species such as small goanna’s and tree frogs may also utilise the nest boxes.

A Nest Box Plan detailing the nest box type, location (GPS co-ordinates) and the species of tree they are fixed to is to be provided to Council as part of the certification of the bushland rehabilitation works. A shapefile including the aforementioned metadata is also to be provided to Council to be passed onto the SCC Environmental Operations branch whom will assume management responsibility for the new reserve.

7 REFERENCES

Curtis, L. K., & Dennis, A. J. (Eds.). (2012). Queensland’s Threatened Animals. Collingwood, VIC, Australia: CSIRO Publishing. Eyre TJ, Ferguson DJ, Hourigan CL, Smith GC, Mathieson MT, Kelly, AL, Venz MF, Hogan, LD & Rowland, J. 2014. Terrestrial Vertebrate Fauna Survey Assessment Guidelines for Queensland. Department of Science, Information Technology, Innovation and the Arts, Queensland Government, Brisbane. Department of Environment and Climate Change. 2009. Threatened Species Survey and Assessment Guidelines: field Survey Methods for Fauna – Amphibians. Sydney. Department of Environment and Heritage Protection’s Technical Manual – Interim Hygiene Protocol for Handling Amphibians. Department of the Environment (2019d). Phascolarctos cinereus (combined populations of Qld, NSW and the ACT) in Species Profile and Threats Database, Department of the Environment, Canberra. Available from: http://www.environment.gov.au/sprat.

APPENDIX 2 – PROPOSED SITE CLEARING EXTENTS PLAN

© 2020 14 OPERATIONAL WORKS - BULK EARTHWORKS associated with Proposed 15 Lot Subdivision AT 201 Windsor Road, Burnside Property Description Lot 2 SP292260 and Lot 5 RP910321 201 Windsor Road, Burnside Lot 2 SP292260 & Lot 5 RP910321 Parish of Maroochy FOR County of Canning CTBJ Pty Ltd Site Area = 1.76 Ha Sunshine Coast Council DA Ref: RAL20/0005

ETEP CT

WINDSOR RD

SWALLOW ST

RAYLEE AVE

ISABELLA AVE Drawing Schedule Dwg No. Title

HILLCREST AVE 225 - E01 Locality Map and Drawing Schedule 225 - E02 Existing Features Plan 225 - E03 Development Layout Plan 225 - E04 Earthworks Plan 225 - E05 Earthworks Sections - Sheet 1 of 2 225 - E06 Earthworks Sections - Sheet 2 of 2 225 - E07 Access Driveway Profiles 225 - E08 Preliminary Erosion and Sediment Control Plan 225 - E09 Preliminary Erosion and Sediment Control Notes & Details

SUBJECT SITE

WINDSOR ROAD

PATRICK KING DR WINDSOR VALLEY RISE

0 50 100 150 200 250m LOCALITY PLAN SCALE 1:5,000 (A3)

SCALE 1:5000 A3

Datum AHD Scale As Shown Status Not For Construction Drawing Title LOCALITY PLAN AND A.Davis Project LOT RECONFIGURATION (15 Lots) Date JULY 2020 Drawn AJD Checked Design & Management DRAWING SCHEDULE © A.Davis Design and Management - All Rights Reserved. Designed AJD Approved Location 201 WINDSOR ROAD, BURNSIDE This drawing as been produced for the sole benefit of the ANDREW DAVIS ADCE Client in accordance with the Terms of Agreement. B 07/08/20 ISSUE FOR APPROVAL AJD BG No responsibility or liability will be assumed to any third BEATRICE GIBBERD RPEQ 14557 A 30/07/20 ORIGINAL ISSUE AJD BG Phone: 0432 121 474 party. This document shall only be used for the site and Client CTBJ Pty Ltd Project No. DD225 Dwg No. E01 of 9 Issue B project specified. Issue Date Description By Chkd Email: [email protected] No responsibility or liability will be assumed to any third project specified. party. This document shall only be used for the site and Client in accordance with the Terms of Agreement. Date Datum This drawing as been produced for the sole benefit of © A.Davis Design and Management - All Rights Reserved. 0 SURVEY CONTROL - MGA94 ZONE 56 POINT BM5 BM4 BM8 BM7 BM6 BM3 BM2 BM1 10 JULY 2020 AHD LEGEND 493535.144 493677.782 493522.949 493460.357 493516.280 493577.719 493585.096 493613.772 EASTING SW E SCALE 1:1000 A3 W T Scale 20 73 E W T SW As Shown E 30 NORTHING 7054892.553 7054827.243 7054852.036 7054886.487 7054849.177 7054775.866 7054783.136 7054754.459 EXISTING TELSTRA CABLE EXISTING O/H ELECTRICITY EXISTING WATER MAIN EXISTING STORMWATER PIPE EXISTING CONTOURS (0.25m INTERVAL) 40 BEATRICE GIBBERD RPEQ 14557 Designed Drawn Status LEVEL 75.596 77.026 69.043 77.112 81.117 72.359 56.281 72.651 50m AJD AJD Not For Construction NAIL IN MANHOLE GIN / IB FND NAIL / IK FD TBM / SIK BIB / FND BIB / FND STN / NIK Approved Checked MARK ONIK

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71.0 | | |

72.0 T | | | |

Email: [email protected] | RP231068 105.212 |

| | |

| |

| 75.0 |

| | |

78.0

WINDSOR ROAD | WINDSOR |

| |

| 71.0

| |

| 70.0

137°26'57"

| | |

| |

| | |

| 78.0

| |

| | | |

| | | | |

| | | |

| |

78.0

| PP T

| |

70.0

| | |

77.0 |

| |

| | | | |

72.0 | | |

| | 76.0

| | | |

| 75.0 ANDREW DAVIS |

| |

Phone: 0432 121 474 69.0 | |

| |

| 73.0 |

| | | |

| | | 74.0

| | | | 69.0

| |

A.Davis | 73.0

| | |

| | 72.0 T

| | 77.0

| |

| | |

| 71.0 | |

| | |

| | 68.0 | |

| | | 70.0

| | |

| | | 76.0

| | T

74.0 |

| |

69.0

| |

| | | 77.0 |

| | |

| |

| | 67.0 | | 77.0

68.0

| |

| 75.0 | |

| | T

| | 67.0

| |

| | |

| EXISTING KERB | | AND CHANNEL

EXISTING FEATURES PLAN TELSTRA PIT

| | 94°42'42"

87.320 | | | |

| |

| | 66.0

| | |

| |

| POLE TO BE REMOVED EXISTING LV POWER 66.0 | 74.0 |

| T |

| | | |

| | |

| | 76.0 | |

| |

BM3 |

ADCE | | |

| | 73.0 | |

| | | |

| | 65.0 | |

| |

| T 72.0

| | | |

| 75.0

EXISTING KERB

| | | | |

| | 71.0

AND CHANNEL 73.0

| | |

| |

73.0 | | |

| |

| 64.0 EXISTING

TELSTRA

| |

| 70.0 T

BM2 | | | | |

| |

| | 74.0

| | SP292260

| |

SCALE 1:1,000 (A3) 69.0

| | |

| PP |

| | |

| | | | 68.0

| |

| 73.0

| | | 2

| 75.0

| 73.0 |

| |

| 67.0 |

| |

| T | |

| 74.0 |

| |

| | | | 72.0

| | | |

66.0 |

| |

| | |

| 74.0 |

| | EXISTING CREEK

| 72.0 | | |

| | |

| 71.0 |

| T

| | 65.0 |

| | |

| | | | 70.0 |

| 73.0

| CENTRELINE |

| |

BE RELOCATED POWER POLE TO EXISTING LV

| | |

64.0

| | 69.0 | |

| | |

| |

| | | |

| 74.0

72.0

| |

| T |

| 68.0

| | |

| | > |

| |

| | |

| |

63.0

| | | |

| | | | | | | 71.0 |

| 71.0 | 67.0 | | | | | |

| | | | | | |

| | | | |

| | | | 73.0 |

| | | T

62.0 |

| | | >

| | |

Client Location Project | |

| | | | |

| 70.0 | | | |

| | | 66.0 |

| |

| | |

| |

| | |

67.0 |

| | | |

| 61.0 |

| | |

| | | |

| |

PP |

| 69.0 |

SP282561 | | |

| | | |

| | 65.0 | | | T

| |

BM1 |

| | 60.0

| | | |

| | |

| |

70.0 |

| |

82 68.0

| |

68.0 |

| | |

| | 64.0

| | | | 59.0

| 72.0

| | | |

CTBJ Pty Ltd 201 WINDSOR ROAD, BURNSIDE LOT RECONFIGURATION (15 Lots) | | | |

76.940

| 67.0 T

98°34'07" | | | |

| | |

| |

> | 58.0 | | |

| | | 63.0

| | | | | | | | | | | 66.0 | 71.0 | |

| | |

69.0 | | | |

| | | |

| |

| T

| |

| | | 57.0 |

65.0 |

| 62.0 | POWER POLES EXISTING HV

| 57.0

| |

| | |

| |

| | >

| | | REMOVED EXISTING CONCRETE

WATER TANK TO BE |

| | |

| FH | | | | 58.0 |

64.0 | |

| | | | |

| |

| | | |

T |

| | | 61.0 SV | | | |

| |

| | | | |

| | | | | 68.0 | | 63.0

RP172895

| | |

| |

| PP |

| |

| W | | |

| | 60.0 |

| |

| T | >

62.0 | | | | |

| 1 |

| |

| | | |

| |

| | |

| |

| W |

| | 59.0

| | | |

| 61.0 | |

| |

| | | |

W |

| |

67.0 | |

| |

| 60.0

| |

58.0

| |

74.860

| | |

W | |

| 122°01'42"

| |

| | |

59.0 | |

| |

| | |

57.0 |

| |

| | |

| |

SW |

| | |

| | | > |

| |

58.0 |

| | | | |

| |

| | |

| | 56.0 |

| | |

| |

| | RP910321 58.0

57.0 |

| TRUNK SEWER MAIN

| |

| > |

EXISTING 225Ø VC

> | |

| 55.0 | 5 | |

MAIN PVC-O WATER EXISTING 250Ø

| | |

| 56.0 | | |

| | |

57.0

| | |

> |

| 54.0 |

| | |

| |

55.0 54.0

| |

| | |

188°51'42" |

| |

| | 56.0

| |

> |

| | | | | 55.0

106.14 |

56.0

| | |

| |

| | |

| |

54.0 |

| | |

| > | | | | |

| | | | | | | |

| | | |

| | |

| |

| | |

| | | | |

| | S

| | |

BM8 S | S

| | | S | | > 54.0 | S | |

| |

| | S S POWER LINES EXISTING HV

Project No. Drawing Title S LEVEL DATUM - AHD vide CORS PH (07) 5441 2188 MURRAY & ASSOCIATES SURVEYORS AND TOWN PLANNERS DETAIL SURVEY & CONTOUR INFORMATION SUPPLIED BY:- CONTOURS SHOWN ARE EXISTING @ 0.5m INTERVALS EXISTING 225Ø VC TRUNK SEWER MAIN DD225 EXISTING FEATURES PLAN RP197534 7 Dwg No. E02 of 9 Issue B No responsibility or liability will be assumed to any third project specified. party. This document shall only be used for the site and Client in accordance with the Terms of Agreement. Date Datum This drawing as been produced for the sole benefit of © A.Davis Design and Management - All Rights Reserved. 0 10 JULY 2020 AHD LEGEND SW E SCALE 1:1000 A3 W S S T Scale 20 73 E W S S T SW As Shown E 30 1m WIDE LANDSCAPE BUFFER EXISTING TELSTRA CABLE EXISTING O/H ELECTRICITY EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING STORMWATER PIPE EXISTING CONTOURS PROPOSED WATER MAIN PROPOSED SEWER MAIN DRAINAGE PROPOSED STORMWATER PROPOSED RETAINING WALLS BUILDING ENVELOPES BUILDING EXCLUSION ZONES PROPOSED RESERVE PROPOSED ALLOTMENTS (0.25m INTERVAL) 40 BEATRICE GIBBERD RPEQ 14557 Designed Drawn Status 50m AJD AJD Not For Construction Approved Checked Issue

A B SW

30/07/20 07/08/20 81.0 Date Description ORIGINAL ISSUE ISSUE FOR APPROVAL 1m WIDE LANDSCAPED BUFFER TO WINDSOR ROAD FRONTAGE OF

80.0 LOTS 1 TO 5 & 7 STRUCTURES TO BE REMOVED PAVEMENT NEW ROAD EXISTING SHED & ANCILLARY

SHARED ACCESS FOR 79.0 ACCESS EASEMENT

LOTS 1 & 2 WITHIN 60.0

AND CHANNEL

AJD AJD By

75.0 76.0

77.0

78.0

ALIGNMENT 74.0

NEW KERB

Chkd 79.0

80.0 6m WIDE BUILDING BG BG 81.0 SEWER MAIN EXCLUSION ZONE WATER MAIN PROPOSED PROPOSED

78.0

KERB AND CHANNEL

// // SEMI-MOUNTABLE 77.0

S 80.0 79.0 //

> // S 1m WIDE LANDSCAPED BUFFER TO WINDSOR ROAD FRONTAGE

EXISTING S

830m 69.0 EXISTING BITUMEN

EDGE OF

76.0 1

S 78.0

69.0 2

Design & Management 72.0

OF LOTS 1 TO 5 & 7 77.0

S 600m

76.0

75.0

70.0 2 74.0

71.0

S 73.0

71.0 2

Email: [email protected] 72.0

75.0 78.0 WINDSOR ROAD WINDSOR

71.0

S 600m

70.0

78.0

3 70.0 77.0

72.0 76.0

ANDREW DAVIS 75.0 Phone: 0432 121 474 S (RESERVE) 69.0

73.0

74.0 69.0

5160m

A.Davis 73.0

901

72.0

77.0 S

71.0 68.0 600m

70.0

74.0 76.0 S 4 69.0 77.0

2 67.0 77.0 68.0

DEVELOPMENT LAYOUT PLAN

POWER POLES 2 75.0

S 67.0 EXISTING HV

600m 66.0

66.0

5 74.0 > S

ADCE 76.0

73.0 >

2 65.0

72.0

EXISTING KERB 75.0 > AND CHANNEL 73.0 71.0

73.0 S

> 64.0

600m 70.0

SCALE 1:1,000 (A3) 74.0

69.0 >

68.0 705m

S 73.0

75.0 73.0 15

67.0

2 > S

74.0

72.0

66.0

> ROAD 74.0

72.0 WIDE 5.5m 2

71.0

65.0 >

EXCLUSION ZONE 6m WIDE BUILDING

70.0

73.0

64.0 S 69.0

74.0 72.0 > 68.0

622m

14 63.0

S > 71.0 S 71.0 67.0

73.0

Client Location Project 62.0

> 70.0

630m 66.0

S S 67.0

EXCLUSION ZONE 61.0 7 6m WIDE BUILDING

69.0 RESERVE

65.0 >

600m

13 60.0

70.0 ROAD 14m S 2 68.0 S 68.0

64.0

72.0 59.0

CTBJ Pty Ltd 201 WINDSOR ROAD, BURNSIDE LOT RECONFIGURATION (15 Lots)

67.0 >

2 605m

12 S 58.0

S 63.0

69.0 71.0 66.0

> 57.0

65.0 2 62.0 600m 57.0

S ROAD 1

8 58.0

RE-ALIGNMENT BETWEEN LOT PROPOSED NEW BOUNDARY 64.0 2 SP292260 & LOT 5 RP910321 > 61.0

68.0 2

63.0 S S

W S > 60.0

62.0 S S

W W S S S 59.0

61.0 EXISTING CREEK

CENTRELINE 755m

W 67.0 9 S

60.0 S

S 58.0 S

W 2

S >

S 59.0

SW 57.0

25m 670m S

58.0 >

600m 56.0

522m 58.0 57.0 11 900

2 >

2 55.0

56.0 >

S 57.0 54.0

ELECTRICITY EASEMENT PROPOSED 25m WIDE

55.0

> 54.0

56.0

55.0 56.0

54.0 >

S S S > S

DETENTION BASIN BIORETENTION / PROPOSED 54.0 S

S S

EXISTING 225Ø VC TRUNK SEWER MAIN POWER LINES EXISTING HV >

Project No. Drawing Title

S S

DD225 DEVELOPMENT LAYOUT PLAN >

> > Dwg No. E03 of 9 Issue B No responsibility or liability will be assumed to any third project specified. party. This document shall only be used for the site and Client in accordance with the Terms of Agreement.

0 RESULTING FROM DAMAGE TO THE EXISTING SERVICES. LOCATE, PROTECT AND MAINTAIN ALL EXISTING SERVICES IN EXISTING SERVICE LOCATIONS SHOWN ON THIS PLAN ARE 72.0 SHALL BEAR THE COST OF ANY REPAIRS OR RECTIFICATIONS THE VICINITY OF PROPOSED WORKS. CONTRACTOR THIRD PARTIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROXIMATE ONLY AND DERIVED FROM DATA PROVIDED BY

E/OH

| | | |

| |

| | | |

| | |

| |

LEGEND

| |

| | | | |

| |

| | | |

5.0 | |

ESL 78.95 |

| |

71.0

A |

| // |

| |

| SW

JULY 2020 AHD | | | |

E | | | | FSL 78.95 |

| W

| |

| | |

| |

| | | |

E/OH |

| | |

| |

| | | | | |

| |

| 79.0

| |

| // |

| | TW 75.54

| |

| | | |

| | BW 73.97

| E |

| |

| | | |

| |

| | 70.0

SCALE 1:500 A3

| // |

| | |

| 77.10 | | W

T SW

Scale

| | |

| |

| | | |

| |

| | 10

| |

| | | |

| |

| | |

| | | |

| |

| | |

E/OH |

| |

| | E

// | | | |

| |

| | |

| | | |

| |

| | |

// | | |

| | | |

| |

| | | |

As Shown |

| | |

| | | |

81.0

| | |

| 69.0

| |

| | |

| |

15 | |

| |

| | |

// |

| | EXISTING TELSTRA CABLE EXISTING O/H ELECTRICITY EXISTING WATER MAIN EXISTING STORMWATER PIPE EXISTING CONTOURS FINISHED SURFACE MINUS 200 EARTHWORKS CONTOURS - FINISHED SURFACE LEVELS EXTENT OF FILL EXTENT OF CUT | | PROPOSED RETAINING WALLS RETAINING WALL LEVELS (0.5m INTERVAL) (0.5m INTERVAL)

WALL TYPE A TYPE WALL |

| |

| | 80.0

| | |

| |

| | |

| 79.0

| |

| | |

E/OH

| |

| | | | |

| 68.0

| | |

| | | |

| |

| | |

| // |

| | | |

| |

| | | |

| |

| | |

69.0

| |

| 70.0 | |

| |

| 20 |

| |

71.0 |

| |

| // | | | | |

| |

72.0

| | | |

| |

| | 73.0 | |

| |

| 74.0 | | | | |

BEATRICE GIBBERD RPEQ 14557 Designed Drawn Status

75.0 | |

76.0

| |

| 77.0 | |

| |

| | |

| | | | |

| |

78.0 |

| |

// // | | 67.0

| |

| E/OH

| | | |

78.0 | |

| | | |

| |

77.0 |

| | | |

| |

| | | |

| |

76.0 |

25m |

| |

| | |

| |

// // |

| 79.0

(RESERVE)

| |

75.0 | 80.0 | |

| | | |

| |

| | |

| 830m | | | |

| |

| | | | | 66.0

| |

| | 5160m

| |

| | |

AJD AJD Not For Construction

| |

| | | | | | E/OH |

| | 901

| |

| | | | |

| |

| | |

| |

| | | |

// | |

| | | |

| | TW 80.34

| |

| | | |

| | | | | | | | | |

| |

| | | |

| | |

| BW 78.63

| |

74.0 | 2

| | |

| | | |

| |

| 78.0 |

| |

| | | | 2

| |

| | Approved Checked | |

| | | | |

| | |

E/OH

| | | |

| |

| | |

| |

| | | |

| |

NO EARTHWORKS TO

| | |

TELSTRA (DURING CONSTRUCTION) | TAKE PLACE WITHIN |

| | | | PROPOSED LOT 901 TEMPORARY O/H ELECTRICAL AND |

| |

| | | |

| |

| | | | 1% MIN | |

| | | | |

| | | |

| |

78.10 |

| | | |

| |

| | | |

| |

| 78.45

| | |

| |

| E/OH

| |

| | | |

| |

| | | |

| | | | |

| | |

| | | |

| | | | |

ESL| 75.69 | | |

| | |

| |

| | |

| |

| FSL 75.69 | | |

| |

| | | |

| | | | |

| |

| | |

| |

64.0 |

| | |

| | | | |

Issue

| |

E/OH

| | | | |

| | |

| |

600m

| |

| | | 65.0 |

| |

C | A B |

| | |

| |

| | |

| |

| 2 | | |

| 66.0 | | |

| | | |

| | |

67.0 |

| | | |

25-08-20 |

30/07/20 07/08/20 |

| | |

68.0

| | |

Date |

| |

2 |

| | | 77.0 | 1:2 BATTER 69.0

| | | |

| |

70.0 |

| | |

71.0 |

| |

E/OH |

| |

72.0

| |

| | | B | 73.0

| | |

| |

| 74.0

| |

| | |

| |

75.0 |

76.0

| |

Description 63.56 |

ORIGINAL ISSUE ISSUE FOR APPROVAL RETAINING WALL EXTENTS AMENDED |

| |

77.0 |

| | | |

78.0 |

| |

| | | |

| |

| | | | |

| |

| | | | | |

| | |

| |

| | | |

| |

| | | | |

| | |

| |

| > |

| 1% MIN | |

77.38 | |

| | |

| 77.10 |

E/OH |

| |

| | | | |

| 77.43 | |

| | | | ELECTRICITY AND TELSTRA LINES TO BE RELOCATED |

| |

| | |

| |

| | |

> >

| | |

| |

| | |

| | | | | |

| |

| | |

| |

| | |

| | | |

| |

| | |

| |

| | |

| |

| ESL 73.90

| | |

| | | |

| |

| | | |

| |

| | | |

| | |

| FSL 73.90

PRIOR TO COMMENCEMENT OF EARTHWORKS | >

E/OH | | | | |

| | | | | | | |

| | |

| | | | |

| |

| | |

| | | |

| | | | | | |

| > | |

| |

| | | | | | | | |

EXISTING POWER POLE REMOVED AND O/H | |

| | | | |

| | | |

PROFILE E07 FOR ACCESS REFER SHEET | | |

| | |

| | | | | | |

| |

| | |

| |

| | |

600m | | | | |

| | |

| | | |

| |

C | >

| | | |

| |

| | |

| | | |

| | |

| | | |

3 |

| |

| | |

| |

| | | |

| > |

| | |

| |

E/OH | |

| | |

| |

| | | |

| | |

| | | |

| | |

| | | | |

| | |

| |

| | |

2 |

| |

| | |

| |

| | | | |

| |

| | | | |

| | |

| |

| | | | | |

| |

| 1:2 BATTER |

| |

| | | |

| | |

| |

64.50 |

| | >

| | | |

| | |

| |

> | >

| 705m

| |

| | |

| |

| | | AJD AJD AJD

By |

| | 15

| |

BW 74.41 BW | | |

| | |

| |

| | |

1% MIN |

| | |

| 76.64 | | |

76.0 | |

| | |

| 76.37 |

| 75.36 TW

| | |

| Chkd | |

| | |

| |

| | | >

| |

| | |

| | 2

BG BG

> >

| | | | |

| |

| | |

| | | | |

| | |

| |

| | |

| |

| | | |

E/OH | | |

| |

| | | | | | |

| |

| | |

| |

| | | |

| |

| | | > | | | |

| | | |

| | |

| |

74.77 | |

| | |

| | | | | | |

| | |

| | | | |

| |

| | |

| | | | | | |

| | |

| |

| | | | |

EXISTING CREEK | CENTRELINE |

| |

| | | | | | | | |

| |

| | | | | |

PROFILE E07 FOR ACCESS REFER SHEET |

63.50 |

| |

| | | |

| |

78.0

| |

| | | |

| | >

| | 78.0 |

| | | C

64.50 |

| |

E/OH |

| |

| | |

| | | |

| |

| | |

| |

| 600m | |

77.0 |

| | | | | | | >

TELSTRA PIT | | |

| |

| | | | 76.0 |

| |

| | | |

| | |

| |

| | | | 75.0

| | | |

| |

EXISTING | | 63.50

| |

| | | |

| 74.0 |

| |

| | | |

| | |

| | | |

2 73.0 | | |

| | |

| | | 72.0 | |

| |

| | |

| |

| 71.0

E/OH | |

| | | |

| | | 1:2 BATTER

| | | |

| 70.0 | | | |

| |

| | |

| |

69.0 | | | | | | | A TYPE WALL | | >

63.52 >

| |

| | | | | | 68.0 |

| |

| | | | | 67.0

1:4 BATTER

| | | | |

| | |

| 66.0 | |

| | |

| | | | | | |

| NO EARTHWORKS TO

1% MIN 65.0

| | | | | |

TAKE PLACE WITHIN

| | |

| PROPOSED LOT 901

| |

| | |

| 64.0 |

| | |

| | | | | |

| |

| | |

| | | | |

| 75.81 63.0 >

| | > | | | | | |

| |

| | | | |

E/OH | 62.0

| |

| | | |

| TW 75.54 WALL TYPE A | | |

| | |

61.0 | |

| | | | |

BW 73.97 | |

| Design & Management | |

| | 60.0 |

| | | | |

| |

| | | | | 59.0 | | |

622m | |

| | |

TW 73.65 64.22 | |

| | | TW 75.70 >

| | 58.0 | 14

| |

| | |

BW 72.96 | |

| | BW 73.70 | | | BW 73.02 BW

57.0

| | |

| |

75.0 | | 57.0

| | | |

| | | | 58.0

| | | |

| BW 72.15 BW | |

| | | |

TW 73.49 TW | | |

> | >

| |

| | |

E/OH | |

| | |

2 | | | Email: [email protected] |

| | |

| E07 FOR ACCESS TW 72.50 TW | |

| |

| | |

| | | > | |

| | |

| |

| | | | |

| |

| | | | | | | |

| | |

| | | | |

REFER SHEET |

| |

| | |

| |

| | | | |

| |

| | | |

| | |

> >

| | |

| |

| | |

ANDREW DAVIS | | Phone: 0432 121 474 62.10 |

| |

| | |

| |

| | | |

| > | |

| |

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| | PROFILE |

| E/OH G | |

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| | |

A.Davis |

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| | | | | | | |

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| | | | | | |

64.00 |

| |

| | |

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| | | |

WALL TYPE A TYPE WALL |

| | |

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| >

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| | | |

| | | | | >

| | |

| | | | |

77.0 |

| | | | | | |

E/OH | | |

77.0 | | | | |

| |

| A TYPE WALL |

| | | |

| | |

| | | |

| >

| | |

| | | |

| | |

| | 600m

| | |

| | > | |

| | |

76.0 |

| | | |

| G

| | 62.25 | | | WALL TYPE A TYPE WALL

| |

5 | | | | | |

| | | | | 600m

| |

| | 75.0 | | |

| >

| | | | | | E/OH | | | | | 6

| | | | |

| |

| > 600m |

1:2 BATTER 74.0 |

| | | |

| |

| | | 13

| | | | |

| |

| 2 |

| |

73.0 |

| | | |

| |

| | > | |

| | | E07 FOR ACCESS

| |

| | |

72.0

| | |

| |

| | 2

| |

| | |

| | | | | |

REFER SHEET | | |

| | |

71.0 |

| | | | | |

| |

| | >

| | | 70.0 |

| |

74.0 | | |

E/OH |

| | | | 69.0 |

| |

EARTHWORKS PLAN |

| |

1:2 BATTER |

| 64.00

| |

| PROFILE |

68.0

| |

| | | |

| |

TW 74.11 | | |

| | |

| |

| 67.0 |

| | BW 73.27 |

| | |

BW 70.85 BW

| | |

| |

59.05 | |

| |

| | |

66.0 |

| | |

| |

TW 72.74 TW |

| |

TW 70.28 | | 63.00 | |

| |

E/OH | |

| |

BW 68.76 |

SCALE 1:500 (A3)

65.0 |

| |

| | |

| 1:2 BATTER |

| 56.69 BW

| |

64.0

| |

| | |

WALL

TYPE A 58.18 TW

| |

| 63.0

| |

Client Location Project | |

| |

| | |

605m

| |

E/OH | | |

| |

| | | 12 | |

62.0 | |

| | |

| | | |

| |

| | |

| | 64.50 |

61.0 |

2 | |

| |

BW 56.25 BW | | |

| |

| 60.0 | |

CTBJ Pty Ltd 201 WINDSOR ROAD, BURNSIDE LOT RECONFIGURATION (15 Lots)

| | E/OH

| | 56.92 TW |

| | | |

| | |

| 59.0 |

| |

| | | |

| |

| 58.0 | 75.0

WALL TYPE B | |

TW 58.55 | |

| |

| | BW 56.55 E/OH

| E

| |

D 57.0 | | 74.0

63.41 TW 56.40 | | |

BW 55.84 | |

| | | |

73.0 | |

| |

| 56.0

| | |

| 73.0

63.51 | |

73.0 | | |

| | | TW 59.45 |

| | | |

E/OH | |

BW 57.38 | |

ROAD 1 | 72.0

| |

| | |

71.50 54.90

| |

| | WALL TYPE A

| |

71.0 TW 60.18

| |

| | | BW 58.53 |

| |

| | |

TW 70.45 |

| |

70.0 TW 68.57

73.0 |

| WALL TYPE A

BW 68.50 |

| | | BW 68.10

E/OH

| |

BW 55.29 BW

| | |

69.0 |

| TW 68.02

| |

74.0 |

| |

| 56.40 TW

| |

LINES TO BE RELOCATED PRIOR BW 66.02

EXISTING POWER POLE AND O/H | COMMENCEMENT OF EARTHWORKS

| | |

| |

68.0

| |

| | | |

| |

| WALL TYPE A | | | WALL TYPE A TYPE WALL

| | 54.90

| | |

67.0 54.90

| |

| TW 66.00

| |

| BW 65.62

| |

| TW 62.16

| | |

| WALL TYPE A 522m

E/OH |

900

| |

66.0 | |

> >

BW 60.01 | | | TW 62.44

630m |

| |

BW 60.84 |

| |

| TW 65.50

| |

65.0

| |

7 A TYPE WALL |

BW 63.50 | |

| |

| | |

| |

| >

| | >

64.0

| |

71.50 |

| | |

| 2

58.51 | |

| |

PROFILE E07 FOR ACCESS REFER SHEET |

74.0 |

1:2 BATTER |

72.0 |

| TW 63.74 |

| |

| | |

E/OH

63.0 | |

| BW 63.16

| |

| | |

| | | | |

| |

| | |

| | | TW 63.00 | TW 56.40

| | | | |

62.0 |

| | |

| |

| | BW 61.00 BW 54.93

| | |

| 600m |

| TW 58.46 |

| | |

| |

WALL TYPE A TYPE WALL | |

| | |

68.50 | |

| | |

| |

| BW 56.40 WALL TYPE B TYPE WALL | |

| | | | |

| |

| 73.0

| |

61.0 |

| 8 |

| | | |

| | |

| |

| | |

| | | | | E/OH

| 54.90

| |

600m

| | |

TW 68.16 2 | E

| | |

60.0

| |

11 | | | |

| BW 66.16

| |

755m | | |

| | | |

| | | >

> |

| | |

WALL |

TYPE A | | | 60.68

| |

| BOUNDARY |

| | | | | |

EASEMENT 59.0 | |

| |

| | | 9

| | |

2 | | |

| | WALL TYPE A TYPE WALL

| |

| | | | |

| |

| | |

| | | |

| | TW 60.68

| |

E/OH |

| |

| | | | |

| | |

2 58.0

| |

| BW 58.74 |

| | |

| | | |

| |

| | |

| |

| | | | | | |

| |

| | | |

| |

| | TW 56.40 |

| | TW 58.40

| |

| | TW 65.62 |

71.0 | BW 58.00 BW 56.00

| |

| TW 56.40 |

| |

| | | | | |

BW 63.62 57.0 | |

F | |

| |

| BW 54.39 > 72.0 >

| |

| | |

| |

| | 66.03

| 670m | |

| | |

| >

| |

| | |

| | | | 10 | |

| 68.20 |

| |

| | | |

Project No. Drawing Title | |

| | |

| A TYPE WALL

| | |

| |

| | |

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| | | |

| 56.0 | |

| | |

| |

| | |

| |

F |

| |

| | | | |

| | 2 |

| |

| | |

| |

| | |

| |

> | | | |

E/OH

E/OH |

71.0 | |

| TW 63.12 |

| | |

| |

| BW 61.12 |

| | | |

| |

| | | |

| |

| | 63.49 | |

55.0 | | | |

| | |

1:2 BATTER |

| | | | | |

| |

| | | |

| | | | | |

| | |

| |

BASIN BIORETENTION PROPOSED

| | | |

66.06 >

| |

| | | |

| | |

| |

| | | |

| |

| | | |

| |

| | | | | | | |

| |

E/OH

DD225 EARTHWORKS PLAN E/OH |

| |

| | | | | |

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70.0 | |

| | | |

| | |

| TW 60.50

| | |

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| | |

| |

| | |

| |

> |

| BW 58.50 |

| |

| | |

| | | |

60.95 |

| | |

| | | |

| | |

| |

| | | |

| |

| | |

EXISTING HV POWER POLES NO WORKS WITHIN 5m OF | |

| |

| | |

| | | |

| |

| 54.0

| |

| | | | | |

| | |

| |

E/OH E/OH

| | | |

| |

| | |

| |

1:2 BATTER

| |

| > | | | |

| |

| | | | |

| |

| | |

| | | |

| |

| | |

| |

| | |

| |

| | |

| | | |

| | |

| | D

| |

| | |

| |

| | |

| |

| 65.74 | |

Dwg No. |

| |

| | |

| |

| | | |

| |

E/OH E/OH

| |

| 1:2 BATTER |

| |

69.0 | | |

68.0 |

| |

| | |

| |

> | | | |

| |

| | | |

| | |

| |

| | | E04

| | |

E/OH E/OH

| | 63.51 | |

| | | | | | | 60.91

| > |

| | |

| | | EXISTING CREEK CENTRELINE

| |

| | |

| |

| | |

| |

MINOR SURFACE PROFILING

WITHIN LOT 5 RP910321 | | | |

| | | |

| |

55.0

| |

| | |

| |

| | | > |

| | |

| |

| | E/OH E/OH |

| 63.23

| |

| | |

| A

| | | |

| | |

| |

| | |

| | | |

| |

of |

| |

| | |

| 68.0 |

| >

| |

| | |

| |

| | | | | |

9 |

| |

| | | E/OH

| | E/OH |

| | | |

| | | | | | |

| | | |

| POWER LINES EXISTING HV

| | 1:2 BATTER

| |

| >

| |

| Issue |

| |

| | >

| | 56.0

| |

W W C RP BDY RETAINING

WALL (TYPE A) BDY BDY BDY

LOT 1 BDY RETAINING FALL PROTECTION REQUIRED LOT 2 LOT 3 FENCE WALL (TYPE A) WHERE VERTICAL DROP EXCEEDS

LOT 4 BDY 1m IN PLACES WITH PUBLIC ACCESS BDY 14m

2m EXISTING DESIGN ROAD 1 - 5.5m RETAINING RP BDY MINOR SURFACE SURFACE LOT 6 WALL (TYPE A) SURFACE PROFILING WITHIN 2.5% 3% 3% 2.5% LOT 5 RP910321 LOT 7 1.4m SECTION A SCALE 1:400 (A3) BDY BDY BDY BDY EMT BDY

BDY RETAINING BDY 1:2 MAX 14m RP BDY BATTER WALL (TYPE A) ROAD 1 - 5.5m ELECTRICITY EASEMENT LOT 15 LOT 14 LOT 13 LOT 12 2.5% 3% 3% 2.5% LOT 9

DESIGN 1:2 MAX SURFACE EXISTING BATTER SURFACE SECTION B SCALE 1:400 (A3) RP BDY WINDSOR ROAD

LOT 3 DRIVEWAY BDY

LOT 901 BDY 1:2 MAX BATTER

EXISTING BDY SURFACE

LOT 15 RP BDY SCC FLOOD 1:2 MAX EXTENTS BATTER LOT 901 DESIGN SURFACE 1:2 MAX BATTER

SECTION C

RP BDY SCALE 1:400 (A3)

RETAINING WINDSOR ROAD WALL (TYPE A) EXISTING SURFACE

FENCE BDY RETAINING LOT 7 WALL (TYPE A) BDY 0.7m 1:2 MAX RETAINING 2m LOT 8 WALL (TYPE A)

BATTER BDY RETAINING

2m LOT 9 WALL (TYPE A) FENCE BDY RETAINING

2m LOT 10 WALL (TYPE A) RP BDY BDY

2m LOT 11 SCC FLOOD EXTENTS

0 4 8 12 16 20m SECTION DESIGN D SURFACE SCALE 1:400 (A3) 1:2 MAX BATTER SCALE 1:400 A3

Datum AHD Scale As Shown Status Not For Construction Drawing Title EARTHWORKS SECTIONS A.Davis Project LOT RECONFIGURATION (15 Lots) Date JULY 2020 Drawn AJD Checked Design & Management SHEET 1 OF 2 © A.Davis Design and Management - All Rights Reserved. Designed AJD Approved Location 201 WINDSOR ROAD, BURNSIDE This drawing as been produced for the sole benefit of the ANDREW DAVIS ADCE Client in accordance with the Terms of Agreement. B 07/08/20 ISSUE FOR APPROVAL AJD BG No responsibility or liability will be assumed to any third BEATRICE GIBBERD RPEQ 14557 A 30/07/20 ORIGINAL ISSUE AJD BG Phone: 0432 121 474 party. This document shall only be used for the site and Client CTBJ Pty Ltd Project No. DD225 Dwg No. E05 of 9 Issue B project specified. Issue Date Description By Chkd Email: [email protected] COMMERCIAL GRADE HV POLE SITE SAFETY FENCE EXISTING DESIGN SURFACE SURFACE RETAINING BDY WALL (TYPE B) ROAD 1 BDY WINDSOR ROAD BDY SCC FLOOD RP BDY 1:2 MAX RETAINING EXTENTS 2m BATTER WALL (TYPE B) LOT 7 1:3 BATTER

1:2 MAX 1:2 MAX BATTER DESIGN BATTER SURFACE EXCAVATE TO BOTTOM EXISTING OF FILTER MEDIA FOR SURFACE USE AS SEDIMENT BASIN SECTION F SCALE 1:400 (A3)

SECTION E SCALE 1:400 (A3)

EARTHWORKS QUANTITIES EXISTING SURFACE TOPSOIL STRIP 2,868m³

RP BDY RETAINING RETAINING WALL (TYPE A) EARTHWORKS CUT 9,138m³ WINDSOR ROAD BDY RETAINING WALL (TYPE A) FILL REQUIRED 8,076m³ WALL (TYPE A) BDY SURPLUS 1,062m³ BDY LOT 5 NOTES: 1. ALL VOLUMES INDICATED ARE SOLID VOLUMES LOT 6 LOT 901 2. ASSUMED TOPSOIL STRIP AND RESPREAD AT (RESERVE)

1.2m DESIGN 200mm THICK 3. ASSUMED BOXING DEPTH OF 300mm

0.77m SURFACE 1:2 MAX 4. EARTHWORKS QUANTITIES BASED ON 0.9m BATTER COMPARISON BETWEEN EXISTING STRIPPED SURFACE AND EARTHWORKS SURFACE (FINISHED SECTION G LEVEL MINUS 200mm) FALL PROTECTION TO BE INSTALLED ON SCALE 1:400 (A3) 5. NO ALLOWANCE HAS BEEN MADE FOR MATERIAL RETAINING WALLS >1m IN HEIGHT. WON FROM TRENCH EXCAVATION FOR PIPEWORK COMMERCIAL GRADE SAFETY FENCING REQUIRED FOR WALLS WITH PUBLIC ACCESS

COMMERCIAL GRADE SAFETY FENCE TO BE INSTALLED AS FALL PROTECTION FOR RETAINING WALLS GREATER THAN 1m IN TOPSOIL AND CUT-OFF HEIGHT AND IN AREAS WITH PUBLIC ACCESS GRASS DRAIN NOTES: EARTHWORKS NOTES

· RETAINING WALL DETAILS SHOWN ARE 1. ALL WORKS TO BE GENERALLY IN ACCORDANCE WITH AS 3798 INDICATIVE AND FOR INFORMATION ONLY. 2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS CONCRETE · ALL RETAINING WALLS TO BE DESIGNED, MAY VARY FROM THE ACTUAL GROUND LEVEL. SLEPERS CONSTRUCTED AND CERTIFIED BY OTHERS. 3. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND CUT-OFF TOPSOIL AND FULLY OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. 4. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR BACKFILL 1 WALL BATTER DRAIN GRASS MATERIAL 0.5m min TO COMMENCING EARTHWORKS. 5. CONTROL TESTING OF EARTHWORKS TO BE IN ACCORDANCE WITH AS1289.5 & 20 a b AS3798-1996 WITH LEVEL 1 GEOTECHNICAL CERTIFICATION ON ALLOTMENT FILLING. DRAINAGE ALLOTMENT SELECT BOULDERS BACKFILL 6. FILL DENSITY TESTING SHALL CONFORM TO THE FOLLOWING: MATERIAL A) 1 TEST PER 500m³ - GENERALLY BOUNDARY MATERIAL

2.0m NOMINAL HEIGHT SAND CEMENT GROUT B) 1 TEST PER 100m³ - WATERCOURSES GEOFABRIC C) 1 TEST PER 2 LAYERS PER 40m - TRENCH BACKFILL GEOTEXTILE THROUGHOUT ALLOTMENT FILTER LAYER 7. FILL TO BE PLACED IN MAXIMUM 200mm LIFTS, UNLESS APPROVED OTHERWISE LAYER BY A SUITABLY QUALIFIED CONSULTANT, AND COMPACTED TO SPECIFICATION. BOUNDARY 1 8. PLACEMENT OF FILL SHALL CONFORM TO THE FOLLOWING MINIMUM DRY 2 DENSITY RATIO (M.D.D.R.) COMPACTION STANDARDS: 100Ø SLEEVED AND SLOTTED 50Ø SLOTTED 1 REAR FACE BATTERED TO a) RESIDENTIAL ALLOTMENTS = 95% STD SUB-SOIL DRAIN (DISCHARGE CORRUGATED PVC SUIT. DISTANCE OF HEEL (d) b) ROAD VERGES/EMBANKMENTS = 95% STD TO STORMWATER) SEEPAGE DRAINS BEHIND CREST (a) TO BE NOT c) PAVEMENT SUBGRADE = 100% STD

SUBGRADE MATERIAL 0-0.25 LESS THAN 500mm TOP WIDTH 2.0m NOMINAL HEIGHT FOR NON-COHESIVE MATERIALS, M.D.D.R. = 80% FULL WALL CONSTRUCTION (FOUNDATION) 9. ALL AREAS SUBJECT TO EARTHWORKS ARE TO BE FREE DRAINING WITH A MASS CONCRETE INCLUDING FOUNDATIONS TO BE 100Ø SLEEVED AND SLOTTED MINIMUM SLOPE OF 1:100 (1%). FOTTING (N25) INSIDE ALLLOTMENT BOUNDARY SUB-SOIL DRAIN (DISCHARGE 10. ALL TEMPORARY STOCKPILES (IF APPLICABLE) TO HAVE 1:6 MAXIMUM SIDE FOOTING DEPTH c d TO STORMWATER) BATTERS (GRASS SEEDED).

100 11. WHERE TOPSOIL STOCKPILES ARE LOCATED ADJACENT TO FILL AREAS, CARE UC STEEL POSTS MUST BE TAKEN TO ENSURE STRUCTURAL FILL DOES NOT BECOME CONTAMINATED BY BLENDING WITH TOPSOIL. CONCRETE BASE LAYER 12. ALL WORK TO BE STRICTLY IN ACCORDANCE WITH THE STANDARD 450Ø BASE WIDTH 0.3m (50-100mm THICK) EARTHWORKS SPECIFICATION. (TYPICALLY 0.6H MIN) 13. EARTHWORKS BATTERS ARE TO BE TREATED AS FOLLOWS: SUBGRADE MATERIAL a) 1:4 OR FLATTER TO BE GRASS SEEDED (UNLESS NOTED OTHERWISE) (FOUNDATION) b) STEEPER THAN 1:4 TO BE MULCHED & PLANTED IN ACCORDANCE WITH THE LANDSCAPE PLANS RETAINING WALL TYPE A RETAINING WALL TYPE B TYPICAL ROCK RETAINING TYPICAL CONCRETE SLEEPER 0 4 8 12 16 20m RETAINING WALL CONFIGURATION WALL DETAIL NTS NTS SCALE 1:400 A3

Datum AHD Scale As Shown Status Not For Construction Drawing Title EARTHWORKS SECTIONS A.Davis Project LOT RECONFIGURATION (15 Lots) Date JULY 2020 Drawn AJD Checked Design & Management SHEET 2 OF 2 © A.Davis Design and Management - All Rights Reserved. Designed AJD Approved Location 201 WINDSOR ROAD, BURNSIDE This drawing as been produced for the sole benefit of the ANDREW DAVIS ADCE Client in accordance with the Terms of Agreement. B 07/08/20 ISSUE FOR APPROVAL AJD BG No responsibility or liability will be assumed to any third BEATRICE GIBBERD RPEQ 14557 A 30/07/20 ORIGINAL ISSUE AJD BG Phone: 0432 121 474 party. This document shall only be used for the site and Client CTBJ Pty Ltd Project No. DD225 Dwg No. E06 of 9 Issue B project specified. Issue Date Description By Chkd Email: [email protected] FINISHED SURFACE END OF SHARED IP CH.12.996 RL.77.062 DRIVEWAY IP CH.10.488 RL.76.72 IP CH.1.493 RL.74.919 FINISHED

FINISHED IP CH.10.657 RL.72.692 SURFACE

INVERT OF IP CH.5.749 RL.71.465 IP CH.4.249 RL.71.278 SURFACE IP CH.1.5 RL.71.209 IP CH.17.006 RL.76.457 IP CH.15.495 RL.76.269 KERB - ROAD 1 LEVEL OF SHARED IP CH.7.562 RL.74.285 DRIVEWAY

HORIZ CURVE DATA R-10m HORIZ CURVE DATA R-10m HORIZ CURVE DATA

12.5% VERTICAL GEOMETRY GRADE 9.916% 20.025% 13.642% 7.575% VERTICAL GEOMETRY GRADE 9.317% 17.16% 25% 12.483% VERTICAL GEOMETRY GRADE 12.5% 2.5% 25% 12.5% VERTICAL GRADE LENGTH 1.5m 8.995m 2.509m 2.505m VERTICAL GRADE LENGTH 6.072m 3.0m 6.433m 1.993m VERTICAL GRADE LENGTH 1.5m 2.749m 4.908m 1.944m 1.5m VERTICAL CURVE LENGTH VC1.5m VC1.5m VC1.5m VERTICAL CURVE LENGTH VERTICAL CURVE LENGTH VERTICAL CURVE RADIUS R15m R24m R25m VERTICAL CURVE RADIUS VERTICAL CURVE RADIUS DATUM RL40.0 DATUM RL48.0 DATUM RL43.0 DESIGN CONTROL LINE DESIGN CONTROL LINE DESIGN CONTROL LINE 71.278 71.465 72.692 74.344 74.660 75.894 76.222 76.261 76.456 76.457 71.022 71.209 76.822 76.960 77.051 77.119 73.581 74.146 74.771 74.844 74.938 75.069 76.102 76.570 76.708

EXISTING SURFACE EXISTING SURFACE EXISTING SURFACE 73.942 74.103 74.577 75.329 74.376 74.613 75.368 75.626 75.664 75.905 75.907 76.479 77.030 73.681 75.489 75.876 76.159 76.435 77.964 78.051 78.269 73.565 74.166 74.206 74.303 74.402 74.501 74.909 75.089 75.220

CHAINAGE CHAINAGE CHAINAGE 4.249 5.749 10.657 19.006 7.562 9.062 13.995 15.495 15.708 16.995 17.006 20.000 23.044 0.000 1.500 11.238 12.246 12.996 13.746 19.173 20.000 26.418 0.000 6.062 0.000 0.743 1.493 2.243 7.402 9.738 10.488

ACCESS LOT 3 ACCESS LOT 4 ACCESS LOT 5

FINISHED SURFACE FINISHED FINISHED IP CH.3.5 RL.62.432 IP CH.3 RL.62.407 IP CH.4.277 RL.62.393 IP CH.1.5 RL.62.369 IP CH.5.777 RL.62.143

SURFACE IP CH.17.08 RL.62.589 SURFACE IP CH.10.445 RL.60.976 IP CH.3.5 RL.59.829 IP CH.3 RL.59.804 IP CH.4.272 RL.59.79 IP CH.1.5 RL.59.766 IP CH.7.272 RL.59.415 IP CH.10.269 RL.58.691 IP CH.5.001 RL.59.579 IP CH.3.501 RL.59.329 IP CH.3.001 RL.59.304 IP CH.1.501 RL.59.267

HORIZ CURVE DATA R5m HORIZ CURVE DATA HORIZ CURVE DATA R-6m -16.667% 5% 5%-12.5% 5% VERTICAL GEOMETRY GRADE 12.5% 2.5% -5% -25% -12.5% VERTICAL GEOMETRY GRADE 12.5% 2.5% -5% -24.162% -12.5% VERTICAL GEOMETRY GRADE 12.5% 2.5%16.667% 24.913% 12.5% VERTICAL GRADE LENGTH 1.5m 1.5m0.78m 4.668m2.456m VERTICAL GRADE LENGTH 1.5m 1.5m0.78m 2.997m 1.5m VERTICAL GRADE LENGTH 1.5m 1.5m1.5m 12.079m 1.5m 0.5m 0.5m 3m 0.5m VERTICAL CURVE LENGTH 1.5m VERTICAL CURVE LENGTH VERTICAL CURVE LENGTH VERTICAL CURVE RADIUS VERTICAL CURVE RADIUS VERTICAL CURVE RADIUS DATUM RL27.0 DATUM RL26.0 DATUM RL28.0 DESIGN CONTROL LINE DESIGN CONTROL LINE DESIGN CONTROL LINE 59.267 59.304 59.329 59.579 59.625 61.526 62.589 59.579 59.766 59.804 59.829 59.790 59.415 58.691 62.407 62.432 62.393 62.143 60.976 60.681 62.182 62.369

EXISTING SURFACE EXISTING SURFACE EXISTING SURFACE 61.773 61.984 59.166 59.222 59.282 59.302 59.363 59.370 60.353 61.180 58.337 58.177 58.017 57.964 57.882 57.557 57.219 56.123 59.601 59.526 59.409 59.185 58.464 58.096 57.743 57.616 57.588 60.043 59.823

CHAINAGE CHAINAGE CHAINAGE 12.816 17.080 20.000 21.071 0.000 1.501 3.001 3.501 5.001 5.184 19.689 3.500 4.272 7.272 10.269 0.000 1.500 3.000 10.445 12.804 15.887 20.000 22.671 0.000 1.500 3.000 3.500 4.277 5.777

0 5.0 10 15 20 25m ACCESS LOT 10 ACCESS LOT 11 ACCESS LOT 13

SCALE 1:500 A3

Datum AHD Scale As Shown Status Not For Construction Drawing Title ACCESS DRIVEWAY PROFILES A.Davis Project LOT RECONFIGURATION (15 Lots) Date JULY 2020 Drawn AJD Checked Design & Management © A.Davis Design and Management - All Rights Reserved. Designed AJD Approved Location 201 WINDSOR ROAD, BURNSIDE This drawing as been produced for the sole benefit of the ANDREW DAVIS ADCE Client in accordance with the Terms of Agreement. B 07/08/20 ISSUE FOR APPROVAL AJD BG No responsibility or liability will be assumed to any third BEATRICE GIBBERD RPEQ 14557 A 30/07/20 ORIGINAL ISSUE AJD BG Phone: 0432 121 474 party. This document shall only be used for the site and Client CTBJ Pty Ltd Project No. DD225 Dwg No. E07 of 9 Issue B project specified. Issue Date Description By Chkd Email: [email protected]

No responsibility or liability will be assumed to any third project specified. party. This document shall only be used for the site and Client in accordance with the Terms of Agreement. Date Datum

| 0 |

| | |

| |

72.0

| | |

| |

| | | LOCATE, PROTECT AND MAINTAIN ALL EXISTING SERVICES IN RESULTING FROM DAMAGE TO THE EXISTING SERVICES. EXISTING SERVICE LOCATIONS SHOWN ON THIS PLAN ARE DW | SHALL BEAR THE COST OF ANY REPAIRS OR RECTIFICATIONS | THE VICINITY OF PROPOSED WORKS. CONTRACTOR THIRD PARTIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROXIMATE ONLY AND DERIVED FROM DATA PROVIDED BY

| LEGEND

| E/OH | |

PHASE BOUNDARY |

NOTE:

SEDIMENT / "NO-GO" FENCING

| TO BE INSTALLED PRIOR ANY

WORKS COMMENCING ON SITE |

| | | |

| | | | |

| T

| | |

| > | |

| | |

CONSTRUCTION | |

| |

| x >

| | DW

| | |

| |

| | | | |

| |

5.0 |

| |

| | |

| 71.0

| // |

| | |

JULY 2020 AHD

| |

| x

| | INDICATIVE | |

| 73

| DW

| |

| | 73

| T | |

| |

| > | E/OH | |

| |

| | | | |

| x

> | |

| 79.0

| |

| // |

| |

| | | |

| |

| | |

| |

| | |

| | x

| | 70.0

| |

SCALE 1:500 A3 //

DW | | |

| |

T |

Scale

| |

| | |

| | | |

| |

| | |

| |

10 |

| |

| | |

| |

| | |

| | | |

| |

| | |

E/OH INDICATIVE SITE |

| | |

| |

// |

| | |

| |

| | | |

| | |

| | | |

| | x

| |

| T |

| | |

| | | |

// | | |

| | |

| COMPOUND |

CLEAN WATER DIVERSION BUND DIRTY WATER DIVERSION BUND DISTURBED AREAS REHABILITATION OF FLOW DIRECTION TURF FILTER STRIPS GULLY PIT PROTECTION TEMPORARY CHECK DAM PROPOSED TABLE DRAIN/SWALE

DESIGN SURFACE CONTOURS NATURAL SURFACE CONTOURS (0.5m INTERVAL) (0.5m INTERVAL)

| | | | | | |

TEMPORARY CONSTRUCTION EXIT TEMPORARY FILTER DAM SEDIMENT CONTROL FENCE EARTHWORKS FILL EARTHWORKS CUT

81.0

| | |

| 69.0

| |

| | |

| |

| 15 | |

| |

| | |

// | x

| | | |

| |

| | 80.0

| | |

| |

| | |

| 79.0

| | |

| |

| | | E/OH

T T

| | | |

| |

| | | | |

| | |

| |

| 68.0

| |

| | |

| | | |

| |

| | | |

| // |

| | | |

| |

| | | |

| | |

| | | |

| |

| | |

| |

| | |

| |

| | 69.0

| |

| | 70.0

| |

| 20 |

| |

| | 71.0

| |

// | //

| |

| | | |

| |

| 72.0

| | |

| |

| | 73.0

| |

| 74.0 | | |

BEATRICE GIBBERD RPEQ 14557 Designed Drawn Status

75.0

T T | |

76.0

| |

| 77.0

| |

| | |

| |

| | | |

78.0

| | |

| |

// // |

| 67.0

| | |

| E/OH

| | | |

78.0 |

| |

| x

| |

| | | |

| |

| | | |

| >

77.0 | | |

| |

| | T T

| |

| 76.0 |

25m |

| | | | SW SW

| | | |

| | |

| | | |

// //

| 79.0

| |

75.0 | 80.0 | |

| |

| | |

| |

| | | |

| | >

| |

| | x | | | |

| 66.0

| |

| | | |

| |

| | |

AJD AJD Not For Construction

| |

| | | |

E/OH

| | |

| |

| | |

| |

| | |

| >

| | |

| |

| | | | | | |

| |

// |

| | |

| |

T T

| | |

| | | |

| | | | | | | | | | | | | |

| |

| | | | |

SW STABILISED IMMEDIATELY

| |

| | |

74.0 |

| > |

| | |

| |

| x

| 78.0

| | | | AFTER FINAL TRIMMING

| | Approved Checked | |

| | | |

T T

E/OH

| | |

| |

| | | |

| |

| | | | x

| |

| | |

| | SW |

| |

| | | | |

| |

| | | | |

| | |

| | | |

T T |

| |

| | |

| |

| | |

| |

| E/OH

| |

x |

| |

| | | | PHASE BOUNDARY

| | | |

| | | | |

| | | |

| |

| | | |

CONSTRUCTION

T T |

| |

| | | |

| | |

| | | |

| | |

| |

| | |

DIVERSION BUND

| |

| | |

| | | |

| | |

| |

| | |

| |

64.0 |

| | CLEAN WATER |

| | | | |

Issue

| | INDICATIVE

E/OH

| | | | |

| | |

| |

| | | 65.0 |

| |

A B | | | |

T T | | | | |

| | |

| |

| | | |

| 66.0 |

| |

| | | |

| | |

67.0 |

| | | |

| |

30/07/20 07/08/20 |

| |

68.0

| |

Date | |

| |

CONSTRUCTION | SITE ACCESS

TEMPORARY

| | |

77.0 | 69.0

| |

70.0 |

| | |

T T |

71.0 |

| |

| E/OH | |

72.0 | | |

| | |

| 73.0

x | | |

| | | |

| 74.0 | | >

| |

75.0

x |

| 76.0 |

Description |

ORIGINAL ISSUE ISSUE FOR APPROVAL

| |

77.0 | |

| | | |

78.0 |

| > |

| |

| | |

| x

| | |

| |

| | | | > | | |

| | | |

T T |

| >

| | | DW

| x | |

| | | |

| | | | |

| >

| | | |

| x |

| |

| >

| | |

x | | |

| | |

| | | DW

E/OH |

| |

> | x | |

| | x |

| |

| x | |

| |

| x |

| | |

| |

> DW

x | | | | | > >

| | |

| |

| | |

| x |

| |

| | | | |

| >

T | | |

x | DW

| | |

| |

x | >

| |

| | | |

| >

| |

| | |

| |

DW |

| | |

| DW | | |

| | | |

| | |

| x

| | | |

x | | |

| |

> |

| | |

| |

| | |

| | | |

| |

DW | |

| |

DW >

| >

| | E/OH | |

IMMEDIATELY FOLLOWING FINAL TRIMMING OF | | | | | | | | >

| |

| |

| | |

| |

| | | | DW

T T | |

DW | | | | | |

| | >

| >

| | | |

| | |

| | | | | |

| |

| | |

| | | |

| |

| | |

| |

DW |

| |

| | > DW

| x | | |

| |

| | |

| EARTHWORKS ON EACH ALLOTMENT |

| | | |

| | |

| |

| > > DW | | | |

| |

| | |

| |

| | |

| |

| | DW

| |

| | |

BOUNDARY OF LOT 901 ERECTED ALONG NO-GO FENCING WITH DW > T T | |

| | SEDIMENT FENCE TO BE |

| |

E/OH

| |

| | |

| | | |

| |

| | | |

| |

DW x

| | |

| |

| | DW

| |

| | |

| | | |

| |

| | |

| |

DW |

| |

| | | | |

| | | BOUNDARY OF LOT 901 FENCING ALONG ENTIRE PROVIDE NO-GO

| | DW

| |

| | | | | | |

| |

| | |

| |

| PHASE 2 |

DW |

| | | |

| | | >

| |

T T |

| | |

| | >

| |

| | |

| |

x | | |

AJD AJD DW

By |

| |

| | |

| DW |

| | | |

| | |

x 'NO GO ZONE'

| |

| | | |

| | |

| | DW | |

76.0 | |

| | |

| |

| | |

| Chkd | |

| |

| | | >

| |

| | |

DW |

| |

BG BG

T T > > | | |

| |

| | |

| DW | x | GEOTEXTILE LINED

| | | |

EXISTING CREEK

CENTRELINE

| |

| | |

| |

x | |

E/OH | | | DIVERSION BUND DW

| |

| | | | | |

| | DW |

| | |

| |

| | | |

| |

| DW

| | > | | | |

| | | |

| | | | |

DW |

DIRTY WATER

| | |

T | | |

| | | | |

| | | |

| | DW | | | |

| |

| | | |

DW | | | |

| | |

| | | |

| | |

| |

| | | x | | | |

DW | |

| |

| | | | | |

| |

| | | |

| | |

| |

78.0 SILT FENCE

| | |

| | | |

| | >

| | 78.0 |

| | |

E/OH

| | |

| | | DW

(TYPICAL) |

| | |

T T

| | |

| |

| | |

| |

x | |

| 77.0 |

| | | | | | | DW | >

| |

| | |

76.0 | |

DW |

| | | |

| |

DW | |

| |

| | | | 75.0

| | | |

| DW |

| |

| | |

| | | | | | DW

| 74.0 |

| | |

T T |

| | |

| | | |

DW 73.0 | | |

| | |

| | 72.0 | | | DW

| |

| | |

| 71.0

E/OH | | |

| | | |

| |

| x

WINDSOR ROAD WINDSOR | 70.0 |

| | |

| |

| | |

| | | x |

| DW |

69.0 | |

| >>

| |

| | | | | | 68.0

| DW

| |

| 67.0

| | |

| DW | | | 66.0 |

| |

| | T

| T

CONSTRUCTION | | |

| | |

| DW

65.0 |

| | | | | |

EROSION AND SEDIMENT CONTROL PLAN x SILT FENCE

DW |

| | | |

| | |

| | PHASE 3 |

| 64.0 |

| | DW

| x x | (TYPICAL) | | |

| | |

| DW |

| x | | | |

| 63.0 >

| >

| 'NO GO ZONE'

| | | |

| x | |

| DW

INDICATIVE | | |

| | | 62.0

E/OH x

| |

| | | DW |

| |

| x |

| | |

61.0

T |

| |

| | IMMEDIATELY FOLLOWING FINAL TRIMMING |

DW |

x | |

Design & Management | | | x | | 60.0 x DW

| |

| x | | | | 59.0 | |

DW |

| | | x | | |

| | | | > | 58.0 | |

| |

| | |

| |

| | | | |

57.0

| | |

| DW | |

75.0 |

| 57.0

| | | | | | | | 58.0

| | DW | | |

x | | | |

| | | DW |

> | >

| |

| | |

| E/OH |

| |

T | T | | | | Email: [email protected]

DW |

| | |

| CHECK DAMS

SWALE/BUND TEMPORARY

ALONG DIVERSION x | | |

DW | | |

| |

| | > | |

| | |

| |

| | | | |

| |

| | | DW

| | | | |

| DW | |

| | |

| |

| | x |

| |

DIVERSION BUND DIRTY WATER

GEOTEXTILE LINED | DW |

| | | | |

| |

| | | |

> >

| | |

| | | |

T T

| | | |

ANDREW DAVIS | DW |

Phone: 0432 121 474 | |

| | |

x DW |

| |

| | | | |

| > | | |

| | | |

| |

DW | | E/OH |

| | | |

| | | DW x

A.Davis |

| |

| | | | | |

| |

| | | | | |

| DW |

| | | |

| | | DW

| |

| | | | | | |

| | | | |

SCALE 1:500 (A3) |

T T | |

| | | | DW

| | DW | |

| | | x

| | |

| | | |

| | >

| | | |

| | DW

| | | | |

| DW |

x |

| | x |

| | | |

| | |

| | | | >

| | DW | |

| | |

| DW

77.0 | | | |

| |

E/OH |

| |

77.0 | | |

| | |

| | | |

| STABILISED IMMEDIATELY STEEP BATTERS TO BE

T AFTER FINAL TRIMMING DW

DW |

| | |

| | >

| | |

| | DW | |

| |

x | |

| | |

| | | x

x | |

| > | | | |

76.0 | |

| | x DW DW |

| x

| | | | |

| x |

| | | | | |

| x | | | | |

| DW | DW

| |

| 75.0 | | x | >

| | | | | | E/OH | |

| DW | | DW

| x| |

| |

| x | >

74.0 | | | | |

| |

| | |

| | | |

| |

| | 73.0 DW | |

| | DW | T T

x| | |

| |

x >

| | | |

| | DW

| |

DW 72.0

| | |

| |

| | |

| x |

| | DW |

| |

| | DW

| |

x| | | | 71.0 CHECK DAMS SWALE/BUND

TEMPORARY

ALONG DIVERSION |

| FENCING ALONG ENTIRE

| | | | | |

DW |

| |

| | >

| DW

T | T | BOUNDARY OF LOT 901 70.0 |

| |

| | |

SILT FENCE |

74.0 x |

E/OH |

| | | | DW | 69.0 |

DW |

| x| |

| |

(TYPICAL) | |

| |

| | 68.0

| x

| DW |

| |

| DW

| |

| OF DIVERSION |

| | |

| |

| DW |

| 67.0 |

DAM AT END | | |

| | |

AND FILTER x

T T PROVIDE NO-GO | |

| |

| | |

x | DW |

ROCK PAD

| | | 66.0 |

DW |

| | | | | |

| |

| DW

| x

| | E/OH | |

| DW |

| x |

65.0 |

| |

| DW

| | |

| |

| | DW

| |

| T

| | | | DW

| 64.0 |

| | |

| |

DW |

x | x |

| |

| DW |

| |

x | |

x | x |

| | 63.0

x |

| DW

Client Location Project | |

x |

| DW

| |

x | x | |

E/OH |

x | SILT FENCE

| |

T | T DW

| |

x 62.0

| |

| x

| (TYPICAL) |

| x

DW |

| DW | | |

| | |

| | | x DW 61.0 |

| DW |

| | |

| | | DW DW

| | T

| T

| 60.0 |

CTBJ Pty Ltd 201 WINDSOR ROAD, BURNSIDE LOT RECONFIGURATION (15 Lots) x x |

| | DW

E/OH DW

| | |

X | | | STABILISED x |

| DW | |

| 59.0 | |

| OUTFLOW

WEIR AND

| | DW

| | |

T T | |

x | |

| DW

| 58.0 | 75.0

| |

DW x | |

| E/OH | |

| | |

| | 57.0

| 74.0 |

| | | T

T x |

| DW | |

| | |

73.0 | |

| | DW 56.0

| x

| |

| 73.0 ROAD 1 |

73.0 | | |

| DW

| x| |

| | | |

E/OH | | | END-OF-DAY TREATMENT AND |

SAND BAGS TO ROAD BOX AS WHEN RAIN IS IMMINENT

72.0

| |

| | | |

| |

| x

| |

| | 71.0 |

x |

| |

| | | |

| |

| | |

70.0 |

73.0 | | |

| |

E/OH

| |

| | |

| x

| | |

69.0

| |

| | 74.0 |

| |

| | |

| |

68.0

| |

| | T x

| |

| | |

| STABILISED IMMEDIATELY

| |

67.0

| |

| | |

| |

| | | |

| | |

AFTER FINAL TRIMMING |

| | | | STEEP BATTERS TO BE

E/OH |

| |

66.0 | |

| |

| | T |

HARDSTAND (GRAVEL) OR PLACEMENT OF NOTE: | |

GEOTEXTILE MATERIAL. |

SITE IS TO BE PROGRESSIVELY STABILISED x

WHEREVER POSSIBLE THROUGH LANDSCAPE,

| |

x | x

65.0

| |

| | |

| |

> >

| |

x 64.0

| |

| | |

| |

74.0 | |

72.0 |

T |

x |

| |

| | |

E/OH

| |

63.0 x | |

| |

| | |

| x

| | |

| | | | | |

| |

| | |

| | | |

| | | | |

62.0 | | | |

| |

| | |

| |

| | x | | |

T | |

| |

| | |

| |

| x |

| |

x |

| | | | |

| |

| 73.0

| |

61.0 |

| |

| | | |

| |

x | | |

| | | |

| E/OH

| |

| EXISTING CREEK

| |

| x

60.0 x

| | |

| |

T | |

| | |

| |

| x

| |

| x

| |

| | |

| | | |

| | |

> >

x | | |

| |

| CENTRELINE (TYPICAL) SILT FENCE | | |

| |

| | IMMEDIATELY FOLLOWING FINAL TRIMMING | | 59.0

| |

| | | | |

| | SILT FENCE

| |

| | |

| TOPSOIL AND GRASS DISTURBED AREAS

OF EARTHWORKS ON EACH ALLOTMENT

| |

| x

| | |

(TYPICAL) | x

| |

| | | DW

| | | T |

| | x

| |

x |

E/OH | | |

| |

| | | | | |

| | |

58.0

| |

| | |

| | | |

| |

| | | | | |

| |

| | | |

| |

| | | |

| |

| | | |

| |

| | |

| |

| | | |

| |

71.0 |

x | |

x |

| |

| | | | | |

x 57.0

| |

| x |

| > T 72.0 >

| | DW

| | x | | |

| | |

| >

| |

| | |

| | | DW | | | |

| |

Project No. Drawing Title | |

| | | |

| |

| | | DW

| | | |

| | |

| |

| | x

| | | |

PHASE 1 56.0

| x

| x | |

| |

| x x |

| | |

| |

T | |

| |

| | |

| |

| | | | |

| | |

| |

> | | | | | |

E/OH E/OH |

71.0 |

SILT FENCE | | |

| | | | | |

| | |

| |

| | | |

| |

(TYPICAL) | |

| |

| | | |

DW x

| |

| x |

| | | |

| 55.0

| |

x | |

| |

| | | |

x |

| | | |

| |

| | | |

| | | | | | T |

| |

| | |

| |

| | | | EROSION AND SEDIMENT CONTROL PLAN. FOR OVERALL DESIGN AND IMPLEMENTATION OF NOTE:

CONSTRUCTION PERIOD BASED ON STAGING OF OVERALL CONCEPTUAL EROSION AND SEDIMENT

STRATEGY ONLY- DETAILED WORKING DRAWINGS

TO BE UPDATED PRIOR AND THROUGHOUT | | WORKS. CIVIL CONTRACTOR IS RESPONSIBLE

| |

DW x

| |

| | | |

| |

| | | |

| |

| | | |

| |

| | | | | | DW | |

| |

| | x

E/OH

DD225 SEDIMENT CONTROL PLAN PRELIMINARY EROSION AND E/OH | |

| DW

| x

| | | | |

x | |

| |

| | x

| | | | |

| | | | DW

| |

70.0 | | |

| | | |

| | |

T |

| DW |

| | |

| | | |

| |

> | |

| DW

| x

| |

| | | |

| | |

| DW | | |

| | |

| |

| x |

| DW |

| |

| | | |

| |

| | |

| x |

| | |

| |

| x DW | |

| | x

| |

| | |

| |

| | |

ALONG DIVERSION 54.0

| DW |

| |

| | | |

T | | |

| |

E/OH

E/OH | | |

| DW

| | |

| |

| | |

| |

| | DW

| |

| | x

| | |

| |

| | |

| |

| DW

| |

| | |

| | x |

| |

| | x

| | | |

| | |

| DW PHASE BOUNDARIES. DISTURBED AREA SHOULD BE LIMITED TO BASIN VOLUME LIMITED TO 272m3, THEREFORE DURING CONSTRUCTION. EXCAVATE BIORETENTION BASIN TO BOTTOM

| | 0.55ha AT ANY ONE TIME. REFER TO INDICATIVE OF FILTER MEDIA TO CREATE SEDIMENT BASIN

CHECK DAMS |

| SWALE/BUND |

| x

| |

| | |

| TEMPORARY | |

| DW | |

| | | |

| | x

| |

AND SEDIMENT CONTROL NOTES |

| |

REFER SHEET E08 FOR EROSION DW

| | |

| |

| | | T

| |

| | DW

| |

| | |

Dwg No. |

| | |

| | DW |

| |

x |

E/OH E/OH

| DW

| |

| x

| DW |

| |

| DW

69.0 | | |

68.0 |

| |

| DW

T |

| |

DW |

| | | x | |

| | | | |

| DW |

| x

| | | |

x DW

DW | |

| |

| | E08 | DW DW

| | | AND DETAILS |

DW |

E/OH E/OH

| DW

| |

DW |

| x | | x

T | DW | | DW

PHASE BOUNDARY INDICATIVE > CONSTRUCTION |

| DW

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| | B Sediment and Erosion Control Notes STABILISE STOCKPILE CONSTRUCTION METHODOLOGY GUIDELINES SURFACE ALL SEDIMENT AND EROSION CONTROL MEASURES IMPLEMENTED DURING THE CONSTRUCTION ARE TO BE IN ACCORDANCE WITH LOCAL/STATE AUTHORITY 1. INSTALL BARRIER FENCING TO PERIMETER OF SITE. LOCATION OF BARRIER FENCING SHOULD CONSIDER ACCESS LIMITATIONS. “NO GO” SIGNAGE SHALL BE PLACED ALONG ALL BARRIER REQUIREMENTS, I.E. "MANUAL FOR EROSION AND SEDIMENT CONTROL" BY SUNSHINE 15 m EARTH BANK COAST REGIONAL COUNCIL. 2:1 SLOPE (MAX.) FENCES AT REGULAR INTERVALS. BARRIER FENCING CAN CONSIST OF STAR PICKETS WITH MIN BERM (300mm MIN HEIGHT) FLOW THE GUIDELINES PROVIDE THE NECESSARY REQUIREMENTS AND STANDARD PROPERTY ALIGNMENT WIRE STRANDS AND FLAGGING TAPE AT 50m CTS (MAX) OR SILT FENCE. WHERE DUST DRAWINGS (SD) AS REFERENCED INDIVIDUALLY BELOW. RUN-OFF FROM PAD 2:1 SLOPE (MAX.) DIRECTED TO SEDIMENT CONTROL IS REQUIRED, BARRIER FENCING SHOULD CONSIST OF A 1.8m HIGH TEMPORARY NOMINALLY 200mm TRAP 1. GENERAL SECURITY FENCE COVERED WITH AN OPEN WEAVE MESH. SEDIMENT FENCE SHOULD BE (A) TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE DIVERTED AROUND INSTALLED AT THE BASE OF THE BARRIER FENCE DOWNSLOPE OF THE WORK AREAS. THE WORK SITE WHERE POSSIBLE. (SD 5-5 & 5-6) 2. CONSTRUCT STABILISED SITE ACCESS. THIS ACCESS MUST BE A MINIMUM OF 15m LONG AND (B) ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND LOCATED AS INDICATED ON THE DRAWING. FENCING OR OTHER APPROPRIATE BARRIERS GEOTEXTILE FABRIC SEDIMENT FENCE BE OPERATIONAL BEFORE COMMENCING UP-SLOPE EARTHWORKS. SHOULD BE INSTALLED ALONG BOTH SIDES IN A WAY TO PREVENT ENTRY/EXIT WITHOUT (C) ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE REGULARLY BIDUM U34 OR SIMILAR Stockpiles CROSSING THE STABILISED ACCESS. NOTE THIS ACCESS IS TO REMAIN UNTIL ALL INTERNAL INSPECTED AND MAINTAINED BY THE CONTRACTOR. INSPECTIONS SHOULD 3 m N.T.S. OCCUR ON A WEEKLY BASIS (MINIMUM), ALONG WITH BEFORE AND AFTER ROADWORKS ARE SEALED. SIGNIFICANT RUNOFF PRODUCING STORMS. MIN 3. ESTABLISH SITE COMPOUND (INCLUDING GRAVEL CAR PARK, SECURITY FENCING, OFFICE AND CONSTRUCTION NOTES (D) ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF BY THE STORAGE AREAS), IF REQUIRED. UNBOUND PAVEMENT MATERIAL (GRAVEL) ESTABLISHMENT OF 70% EFFECTIVE GROUND COVER WITHIN 28 DAYS OF FINAL 1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED 4. ESTABLISH CLEAN WATER DIVERSION OF UPSTREAM FLOWS WITH A LINED CHANNEL. EARTHWORKS TRIM. TO GRADING 'B', TABLE 9 OF QUEENSLAND KERB & CHANNEL WATER FLOW, ROADS AND HAZARD AREAS. (E) IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED TRANSPORT SPECIFICATION MRSS11.04 - 5. INSTALL SEDIMENT FENCING DOWNSLOPE OF COMPOUND. EXCLUDE MATERIAL FINER THAN AS SURFACES TO BE EITHER MULCHED, COVERED WITH EROSION CONTROL 2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS. 6. INSTALL SEDIMENT FENCES DOWN SLOPE OF AREAS TO BE DISTURBED FOR SEDIMENT BASIN SIEVE 2.36mm BLANKETS OR TURFED, IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR 3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT. CONSTRUCTION. MORE THAN 14 DAYS. 7. CONSTRUCT HIGH EFFICIENCY SEDIMENT (HES) BASIN IN LOCATION SHOWN AND MAINTAIN IN 4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVED (F) STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION WHICH PLACE FOR THE DURATION OF THE WORKS. INCORPORATE STABILISED OVERFLOWS. GENERALLY SHOULD NOT BE USED IF OTHER OPTIONS ARE AVAILABLE. ESCP OR SWMP TO REDUCE THE C-FACTOR TO LESS THAN 0.10. 2. SEDIMENT CONTROL FENCE (SD 6-7) Temporary Construction Access / Exit 8. CONSTRUCT 'DIRTY' WATER DIVERSION DRAINS/BUNDS IN ACCORDANCE WITH DRAWING. (A) NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW. N.T.S. 5. CONSTRUCT EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE TO DIVERT WATER AROUND INSTALL ROCK CHECK DAMS AT REGULAR INTERVALS (DEPENDING ON SLOPE OF DRAIN). (B) NORMALLY LOCATED ALONG THE CONTOUR WITH A MAXIMUM CATCHMENT STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE. 9. PREPARE TOPSOIL STOCKPILE LOCATIONS. AREA 0.6 HA PER 100M LENGTH OF FENCE. 10. COMMENCE STRIPPING OF TOPSOILS AND OTHER VEGETATION. (C) WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS MAY BE USED ON 11. COMMENCE EARTHWORKS IN PHASE 1 AREA AS INDICATED ON DRAWING. SMALL WORK SITES, I.E. OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED. 12. DO NOT PROCEED TO PHASE 2 AREA UNTIL PHASE 1 AREA IS STABILISED. NOTE: MAXIMUM (D) FENCES ARE REQUIRED 2M MIN FROM TOE OF CUT OR FILL BATTERS. SPILLWAY RETURN TURF STRIPS EVERY TOTAL DISTURBED AREA TO BE LESS THAN OR EQUAL TO 0.55ha. WHERE NOT PRACTICAL, ONE FENCE CAN BE AT THE TOE WITH A SECOND 5 METRES TO PREVENT SCOUR 13. ONCE PHASE 1 AREA IS STABILSED, PROCEED TO PHASE 2. FENCE 1M MIN AWAY. FENCE SHOULD NOT BE LOCATED PARALLEL WITH TOE IF 14. REPEAT STEPS 4-6, THEN STEPS 8-11. CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE. 15. DO NOT PROCEED TO PHASE 3 AREA UNTIL PHASE 2 AREA IS STABILISED. 3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP (SD 6-9). (A) ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY FROM SEDIMENT STORAGE ZONE 16. REPEAT FOR PHASE 3. ENTRY/EXIT. 17. ALL DIVERSIONS, SEDIMENT FENCING AND SEDIMENT BASIN ARE TO REMAIN IN PLACE UNTIL (B) WHEEL-WASH OR SPRAY UNIT MAY BE REQUIRED DURING WET WEATHER. 1 METRE THE COMPLETION OF ALL CIVIL WORKS AND SITE STABILISATION. 4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES - INCORPORATE TRAFFIC CONTROL DEVICES . 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN ADDRESSED AS STIPULATED. INFLOW 6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE SATISFACTION OF THE LENGTH TURF SUPERINTENDENT. ALL EXPOSED STOCKPILE SURFACES TO BE GRASS SEEDED. 800 MM MIN. SEDIMENT FENCES AND CUT-OFF DRAINS MAY BE REQUIRED. 7. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL DEVICES MAY BE KERB REQUIRED DURING CONSTRUCTION PHASE TO COMPLY WITH THE ABOVE. WIDTH

EARTH UNBOUND PAVEMENT MATERIAL (GRAVEL) EMBANKMENT GUTTER TO GRADING 'B', TABLE 9 OF QUEENSLAND Sediment & Erosion Control Program TRANSPORT SPECIFICATION MRSS11.04 - EXCLUDE MATERIAL FINER THAN AS OBJECTIVE/TARGET THE CONTRACTOR MUST COMPLY WITH ALL STATUTORY LENGTH/WIDTH ROADWAY SIEVE 2.36mm REGULATIONS AND MAINTAIN THEM DURING EARTHWORKS/ RATIO 3:1 MIN. CONSTRUCTION. PLAN VIEW ALL EROSION AND SEDIMENT CONTROL MEASURES PRESCRIBED WITHIN THESE DRAWINGS BY THE SITE ENGINEER MUST BE ADHERED TO. FLOW FLOW MANAGEMENT THE SITE FOREMAN IS TO IDENTIFY AND CHECK THE ORIGINAL GROUND LEVEL STRATEGY DIRECTION OF STORMWATER FLOWS AS SHOWN ON PLAN. PROVIDE BARRIERS AND OTHER MEASURES SHOWN ON SEDIMENT SETTLING ZONE PLAN TO PREVENT STORMWATER FLOWS OVER Turf Strip Detail INFLOW 750 MM MIN. 'U' SHAPED CHECK DAM EMBANKMENTS, AND SEDIMENT INTO GULLY PITS SEDIMENT STORAGE ZONE 2 N.T.S. PLAN TASKS / ACTIONS ERECT SEDIMENTATION BARRIERS AS DETAILED. 1 CREST OF SPILLWAY CONSTRUCTION NOTES STRATEGICALLY PLACE CHECK DAMS X 'A' TO BE HIGHER THAN 'B' TO AROUND GULLY PITS 1. INSTALL A 2 x 400mm MINIMUM WIDE ROLL OF TURF ON THE VERGE NEXT TO LEVEL REMOVE ACCUMULATED PREVENT SEDIMENT BYPASS 1:2 SEDIMENT BEFORE DEPTH IS H/2. 600 MM MIN. 3 THE KERB AND AT THE SAME LEVEL AS THE TOP OF THE KERB. 1:2 PERFORMANCE THE SITE FOREMAN IS TO CHECK FOR EROSION AND 2. LAY 1.4 METRE LONG TURF STRIPS NORMAL TO THE KERB EVERY 5 METRES. 200 NOM INDICATORS SEDIMENT FLOWS AT THE BASE OF EMBANKMENTS AFTER 1 LEVEL A A SIGNIFICANT RAINFALL AND SHOULD ASCERTAIN THE 500 NOM X 1:2 1:2 1000 MAX B WORKING EFFECTIVENESS OF CHECK DAMS DURING H THIS WET WEATHER ROCK APRON IF ORDERED FREQUENCY / SITE FOREMAN TO MONITOR PERFORMANCE AFTER BY THE SUPERINTENDENT GEOTEXTILE FABRIC BIDUM U34 OR DEADLINE EVERY HEAVY DOWNFALL ELEVATION GEOTEXTILE SECTION X-X SIMILAR WATER DEPTH RESPONSIBILITY THE SITE FOREMAN IS RESPONSIBLE FOR ALL INSPECTIONS 0.30 1.00 2.00 1 500 MM MIN. CROSS-SECTION REPORTING REVIEW SITE WORKMEN ARE TO ADVISE THE FOREMAN IF ANY Check Dams - Flow Control SEDIMENT & EROSION CONTROL DEVICES ARE FAILING STORMWATER N.T.S. CORRECTIVE ACTIONS THE SITE FOREMAN IS TO REPORT AND ORDER THROUGH EARTH BASIN - WET CUT-OFF TRENCH 600 MM RUN-OFF SUPERVISOR, EXTRA BARRIER OR CHECK DAMS AS 1:2 NOTE: MIN. DEPTH BACKFILLED WITH 1:2 CHECK DAM CATCHMENT AREA LIMITED TO 4.00 Ha. DEVICE IS INTENDED REQUIRED (APPLIES TO 'TYPE D' AND 'TYPE F' SOILS ONLY) F.S.L. IMPERMEABLE CLAY AND FOR VELOCITY CONTROL ONLY - SEDIMENT COLLECTION IS A COMPACTED 1:6 SECONDARY PURPOSE. GEOTEXTILE LINING FOR FULL LENGTH AND WIDTH OF DIVERSION DRAIN. Typical Earth Basin - Wet N.T.S. Diversion / Cut-off Drain Details N.T.S. FORM U-SHAPED CREST TO ENSURE CONSTRUCTION NOTES 1.00 OVER-TOPPING AT CENTRE OF DAM 1. REMOVE ALL VEGETATION AND TOPSOIL FROM UNDER THE DAM WALL AND FROM SANDBAGS OVERLAP ONTO KERB WITHIN THE STORAGE AREA. 2. CONSTRUCT A CUT-OFF TRENCH 500 MM DEEP AND 1,200 MM WIDE ALONG THE 4000 MIN 3 3 CENTRELINE OF THE EMBANKMENT EXTENDING TO A POINT ON THE GULLY WALL LEVEL 1 1 3.0m MAX 3.0m MAX F42 GEOFABRIC GROUND LEVEL NOMINAL 400mm HEIGHT WITH THE RISER CREST. SPILL THRU WEIR FABRIC (TO AS 1304) 1500 MIN 3. MAINTAIN THE TRENCH FREE OF WATER AND RECOMPACT THE MATERIALS WITH RUNOFF EQUIPMENT AS SPECIFIED IN THE SWMP TO 95 PER CENT STANDARD PROCTOR (IF REQUIRED) DENSITY. NOMINAL 250mm DEPTH 300 BYPASS FLOW TO INLET LOOSE PLACE ROCK PITCHING 4. SELECT FILL FOLLOWING THE SWMP THAT IS FREE OF ROOTS, WOOD, ROCK, LARGE 600 200 600 NOM GAP BETWEEN (NOMINAL STONE DIAMETER TO STONE OR FOREIGN MATERIAL. 5. PREPARE THE SITE UNDER THE EMBANKMENT BY GROUND LEVEL BAGS ACT AS SPILLWAY BE APPROX' 150mm) RIPPING TO AT LEAST 100 MM TO HELP BOND COMPACTED FILL TO THE EXISTING THREE LAYERS OF SANDBAGS WITH ENDS OVERLAPPED. SUBSTRATE. 600 Temporary Rock Filter Dam 6. SPREAD THE FILL IN 100 MM TO 150 MM LAYERS AND COMPACT IT AT OPTIMUM N.T.S. MOISTURE CONTENT FOLLOWING THE SWMP. POSTS OR STEEL PICKETS Sandbag Detail 7. CONSTRUCT THE EMERGENCY SPILLWAY. DRIVEN 600mm INTO N.T.S. 8. REHABILITATE THE STRUCTURE FOLLOWING THE SWMP. Sediment Fence GROUND N.T.S.

Datum AHD Scale As Shown Status Not For Construction Drawing Title PRELIMINARY EROSION AND A.Davis Project LOT RECONFIGURATION (15 Lots) Date JULY 2020 Drawn AJD Checked Design & Management SEDIMENT CONTROL NOTES © A.Davis Design and Management - All Rights Reserved. Designed AJD Approved Location 201 WINDSOR ROAD, BURNSIDE This drawing as been produced for the sole benefit of the ANDREW DAVIS ADCE AND DETAILS Client in accordance with the Terms of Agreement. B 07/08/20 ISSUE FOR APPROVAL AJD BG No responsibility or liability will be assumed to any third BEATRICE GIBBERD RPEQ 14557 A 30/07/20 ORIGINAL ISSUE AJD BG Phone: 0432 121 474 party. This document shall only be used for the site and Client CTBJ Pty Ltd Project No. DD225 Dwg No. E09 of 9 Issue B project specified. Issue Date Description By Chkd Email: [email protected] Fauna Management Plan v1 NCES REF: J000613 201 Windsor Road, Nambour

APPENDIX 3 – WILDLIFE ONLINE DATABASE SEARCH RESULTS

Search Criteria: Species List for a Specified Point Species: Animals Type: All Status: All Records: All Date: All Latitude: -26.6271 Longitude: 152.9355 Distance: 2 Email: [email protected] Date submitted: Thursday 11 Jun 2020 13:26:31 Date extracted: Thursday 11 Jun 2020 13:30:02 The number of records retrieved = 191

Disclaimer

As the DSITIA is still in a process of collating and vetting data, it is possible the information given is not complete. The information provided should only be used for the project for which it was requested and it should be appropriately acknowledged as being derived from Wildlife Online when it is used. The State of Queensland does not invite reliance upon, nor accept responsibility for this information. Persons should satisfy themselves through independent means as to the accuracy and completeness of this information. No statements, representations or warranties are made about the accuracy or completeness of this information. The State of Queensland disclaims all responsibility for this information and all liability (including without limitation, liability in negligence) for all expenses, losses, damages and costs you may incur as a result of the information being inaccurate or incomplete in any way for any reason.

Feedback about Wildlife Online should be emailed to [email protected] Kingdom Class Family Scientific Name Common Name I Q A Records animals amphibians Bufonidae Rhinella marina cane toad Y 8 animals amphibians Hylidae Litoria gracilenta graceful treefrog C 1 animals amphibians Hylidae Litoria caerulea common green treefrog C 3 animals amphibians Hylidae Litoria peronii emerald spotted treefrog C 1 animals amphibians Hylidae Litoria fallax eastern sedgefrog C 2 animals amphibians Limnodynastidae Adelotus brevis tusked frog V 4 animals amphibians Limnodynastidae Limnodynastes peronii striped marshfrog C 3 animals birds Acanthizidae Gerygone olivacea white-throated gerygone C 9 animals birds Acanthizidae Sericornis magnirostra large-billed scrubwren C 1 animals birds Acanthizidae Sericornis frontalis white-browed scrubwren C 4 animals birds Acanthizidae Acanthiza pusilla brown thornbill C 4 animals birds Accipitridae Accipiter novaehollandiae grey goshawk C 1 animals birds Accipitridae Haliaeetus leucogaster white-bellied sea-eagle C 2 animals birds Accipitridae Accipiter cirrocephalus collared sparrowhawk C 1 animals birds Accipitridae Aviceda subcristata Pacific baza C 31 animals birds Accipitridae Accipiter fasciatus brown goshawk C 2 animals birds Accipitridae Elanus axillaris black-shouldered kite C 8 animals birds Accipitridae Haliastur indus brahminy kite C 3 animals birds Accipitridae Aquila audax wedge-tailed eagle C 5 animals birds Alcedinidae Ceyx azureus azure kingfisher C 1 animals birds Anatidae Chenonetta jubata Australian wood duck C 5 animals birds Anatidae Anas superciliosa Pacific black duck C 20 animals birds Anatidae Dendrocygna arcuata wandering whistling-duck C 1 animals birds Anatidae Cygnus atratus black swan C 1 animals birds Anhingidae Anhinga novaehollandiae Australasian darter C 2 animals birds Apodidae Hirundapus caudacutus white-throated needletail V V 37 animals birds Ardeidae Egretta novaehollandiae white-faced heron C 64 animals birds Ardeidae Ardea alba modesta eastern great egret C 2 animals birds Ardeidae Bubulcus ibis cattle egret C 112 animals birds Artamidae Artamus personatus masked woodswallow C 1 animals birds Artamidae Artamus leucorynchus white-breasted woodswallow C 5 animals birds Artamidae Cracticus nigrogularis pied butcherbird C 215 animals birds Artamidae Gymnorhina tibicen Australian magpie C 241 animals birds Artamidae Strepera graculina pied currawong C 171 animals birds Artamidae Cracticus torquatus grey butcherbird C 222 animals birds Cacatuidae Eolophus roseicapilla galah C 66 animals birds Cacatuidae Cacatua galerita sulphur-crested cockatoo C 41 animals birds Cacatuidae Calyptorhynchus funereus yellow-tailed black-cockatoo C 83 animals birds Campephagidae Coracina novaehollandiae black-faced cuckoo-shrike C 96 animals birds Campephagidae Coracina tenuirostris cicadabird C 9 animals birds Campephagidae Lalage leucomela varied triller C 3 animals birds Charadriidae Vanellus miles novaehollandiae masked lapwing (southern subspecies) C 11 animals birds Ciconiidae Ephippiorhynchus asiaticus black-necked stork C 1 animals birds Cisticolidae Cisticola exilis golden-headed cisticola C 25 animals birds Climacteridae Cormobates leucophaea white-throated treecreeper C 2 animals birds Climacteridae Cormobates leucophaea metastasis white-throated treecreeper (southern) C 2

Page 1 of 5 Queensland Government Wildlife Online - Extract Date 11/06/2020 at 13:30:02 Kingdom Class Family Scientific Name Common Name I Q A Records animals birds Columbidae Geopelia humeralis bar-shouldered dove C 95 animals birds Columbidae Lopholaimus antarcticus topknot pigeon C 46 animals birds Columbidae Leucosarcia melanoleuca wonga pigeon C 1 animals birds Columbidae Streptopelia chinensis spotted dove Y 134 animals birds Columbidae Macropygia amboinensis brown cuckoo-dove C 13 animals birds Columbidae Chalcophaps indica emerald dove C 3 animals birds Columbidae Ocyphaps lophotes crested pigeon C 142 animals birds Columbidae Columba leucomela white-headed pigeon C 72 animals birds Columbidae Geopelia striata peaceful dove C 1 animals birds Columbidae Columba livia rock dove Y 14 animals birds Coraciidae Eurystomus orientalis dollarbird C 9 animals birds Corvidae Corvus coronoides Australian raven C 1 animals birds Corvidae Corvus orru Torresian crow C 220 animals birds Cuculidae Eudynamys orientalis eastern koel C 84 animals birds Cuculidae Chalcites lucidus shining bronze-cuckoo C 1 animals birds Cuculidae Centropus phasianinus pheasant coucal C 87 animals birds Cuculidae Cacomantis flabelliformis fan-tailed cuckoo C 3 animals birds Cuculidae Scythrops novaehollandiae channel-billed cuckoo C 39 animals birds Dicruridae Dicrurus bracteatus spangled drongo C 46 animals birds Estrildidae Lonchura punctulata nutmeg mannikin Y 3 animals birds Estrildidae Lonchura castaneothorax chestnut-breasted mannikin C 11 animals birds Estrildidae Neochmia temporalis red-browed finch C 19 animals birds Falconidae Falco longipennis Australian hobby C 2 animals birds Falconidae Falco peregrinus peregrine falcon C 1 animals birds Halcyonidae Dacelo novaeguineae laughing kookaburra C 205 animals birds Halcyonidae Todiramphus sanctus sacred kingfisher C 3 animals birds Halcyonidae Todiramphus macleayii forest kingfisher C 9 animals birds Hirundinidae Hirundo neoxena welcome swallow C 140 animals birds Hirundinidae Cheramoeca leucosterna white-backed swallow C 2 animals birds Hirundinidae Petrochelidon nigricans tree martin C 3 animals birds Maluridae Malurus melanocephalus red-backed fairy-wren C 16 animals birds Maluridae Malurus lamberti variegated fairy-wren C 4 animals birds Megaluridae Megalurus timoriensis tawny grassbird C 10 animals birds Megaluridae Cincloramphus mathewsi rufous songlark C 1 animals birds Megapodiidae Alectura lathami Australian brush-turkey C 32 animals birds Meliphagidae Philemon corniculatus noisy friarbird C 139 animals birds Meliphagidae Manorina melanocephala noisy miner C 212 animals birds Meliphagidae Myzomela sanguinolenta scarlet honeyeater C 23 animals birds Meliphagidae Philemon citreogularis little friarbird C 4 animals birds Meliphagidae Anthochaera chrysoptera little wattlebird C 9 animals birds Meliphagidae Melithreptus albogularis white-throated honeyeater C 8 animals birds Meliphagidae Acanthorhynchus tenuirostris eastern spinebill C 1 animals birds Meliphagidae Lichmera indistincta brown honeyeater C 75 animals birds Meliphagidae Phylidonyris niger white-cheeked honeyeater C 2 animals birds Meliphagidae Entomyzon cyanotis blue-faced honeyeater C 106 animals birds Meliphagidae Caligavis chrysops yellow-faced honeyeater C 2

Page 2 of 5 Queensland Government Wildlife Online - Extract Date 11/06/2020 at 13:30:02 Kingdom Class Family Scientific Name Common Name I Q A Records animals birds Meliphagidae Meliphaga lewinii Lewin's honeyeater C 91 animals birds Meliphagidae Myzomela obscura dusky honeyeater C 1 animals birds Meropidae Merops ornatus rainbow bee-eater C 2 animals birds Monarchidae Symposiachrus trivirgatus spectacled monarch SL 1 animals birds Monarchidae Myiagra rubecula leaden flycatcher C 2 animals birds Monarchidae Grallina cyanoleuca magpie-lark C 93 animals birds Monarchidae Monarcha melanopsis black-faced monarch SL 1 animals birds Motacillidae Anthus novaeseelandiae Australasian pipit C 1 animals birds Nectariniidae Dicaeum hirundinaceum mistletoebird C 10 animals birds Neosittidae Daphoenositta chrysoptera varied sittella C 1 animals birds Oriolidae Oriolus sagittatus olive-backed oriole C 44 animals birds Oriolidae Sphecotheres vieilloti Australasian figbird C 189 animals birds Orthonychidae Orthonyx temminckii Australian logrunner C 1 animals birds Pachycephalidae Colluricincla megarhyncha little shrike-thrush C 3 animals birds Pachycephalidae Pachycephala rufiventris rufous whistler C 11 animals birds Pachycephalidae Pachycephala pectoralis golden whistler C 10 animals birds Pachycephalidae Colluricincla harmonica grey shrike-thrush C 12 animals birds Pardalotidae Pardalotus punctatus spotted pardalote C 3 animals birds Pardalotidae Pardalotus striatus striated pardalote C 48 animals birds Passeridae Passer domesticus house sparrow Y 6 animals birds Pelecanidae Pelecanus conspicillatus Australian pelican C 3 animals birds Petroicidae Petroica rosea rose robin C 2 animals birds Petroicidae Eopsaltria australis eastern yellow robin C 5 animals birds Petroicidae Tregellasia capito pale-yellow robin C 1 animals birds Phalacrocoracidae Microcarbo melanoleucos little pied cormorant C 8 animals birds Phalacrocoracidae Phalacrocorax sulcirostris little black cormorant C 2 animals birds Phasianidae Coturnix ypsilophora brown quail C 1 animals birds Podargidae Podargus strigoides tawny frogmouth C 20 animals birds Podicipedidae Tachybaptus novaehollandiae Australasian grebe C 7 animals birds Psittacidae Alisterus scapularis Australian king-parrot C 44 animals birds Psittacidae Trichoglossus haematodus moluccanus rainbow lorikeet C 230 animals birds Psittacidae Platycercus adscitus palliceps pale-headed rosella (southern form) C 3 animals birds Psittacidae Platycercus elegans crimson rosella C 1 animals birds Psittacidae Platycercus eximius eastern rosella C 1 animals birds Psittacidae Platycercus adscitus pale-headed rosella C 112 animals birds Psittacidae Trichoglossus chlorolepidotus scaly-breasted lorikeet C 75 animals birds Psophodidae Psophodes olivaceus eastern whipbird C 66 animals birds Ptilonorhynchidae Ptilonorhynchus violaceus satin bowerbird C 1 animals birds Ptilonorhynchidae Ailuroedus crassirostris green catbird C 2 animals birds Rallidae Gallinula tenebrosa dusky moorhen C 23 animals birds Rallidae Porzana tabuensis spotless crake C 1 animals birds Rallidae Porphyrio melanotus purple swamphen C 13 animals birds Rhipiduridae Rhipidura rufifrons rufous fantail SL 2 animals birds Rhipiduridae Rhipidura albiscapa grey fantail C 23 animals birds Rhipiduridae Rhipidura leucophrys willie wagtail C 27 animals birds Strigidae Ninox boobook southern boobook C 15

Page 3 of 5 Queensland Government Wildlife Online - Extract Date 11/06/2020 at 13:30:02 Kingdom Class Family Scientific Name Common Name I Q A Records animals birds Sturnidae Sturnus vulgaris common starling Y 1 animals birds Threskiornithidae Platalea regia royal spoonbill C 1 animals birds Threskiornithidae Threskiornis molucca Australian white ibis C 19 animals birds Threskiornithidae Threskiornis spinicollis straw-necked ibis C 35 animals birds Timaliidae Zosterops lateralis silvereye C 47 animals birds Turnicidae Turnix varius painted button-quail C 1 animals birds Tytonidae Tyto delicatula eastern barn owl C 2 animals insects Lycaenidae Candalides heathi heathi rayed blue 1 animals insects Lycaenidae Zizina otis labradus common grass-blue (Australian 3 subspecies) animals insects Lycaenidae Candalides absimilis common pencilled-blue 4 animals insects Lycaenidae Lampides boeticus long-tailed pea-blue 2 animals insects Lycaenidae Catochrysops panormus platissa pale pea-blue 3 animals insects Nymphalidae Ypthima arctous arctous dusky knight 1 animals insects Nymphalidae Mynes geoffroyi guerini jezebel nymph 1 animals insects Nymphalidae Junonia villida villida meadow argus 7 animals insects Nymphalidae Tirumala hamata hamata blue tiger 14 animals insects Nymphalidae Melanitis leda bankia evening brown 25 animals insects Nymphalidae Cupha prosope prosope bordered rustic (Australian 1 subspecies) animals insects Nymphalidae Danaus petilia lesser wanderer 2 animals insects Nymphalidae Euploea corinna common crow 21 animals insects Nymphalidae Danaus plexippus monarch Y 43 animals insects Nymphalidae Vanessa kershawi Australian painted lady 10 animals insects Nymphalidae Hypolimnas bolina nerina varied eggfly 5 animals insects Nymphalidae Acraea andromacha andromacha glasswing 16 animals insects Nymphalidae Phaedyma shepherdi shepherdi white-banded plane (southern 2 subspecies) animals insects Nymphalidae Hypocysta metirius brown ringlet 2 animals insects Nymphalidae Doleschallia bisaltide australis leafwing 1 animals insects Nymphalidae Charaxes sempronius sempronius tailed emperor 9 animals insects Papilionidae Papilio aegeus aegeus orchard swallowtail (Australian 17 subspecies) animals insects Papilionidae Cressida cressida cressida clearwing swallowtail 2 animals insects Papilionidae Graphium choredon blue triangle 28 animals insects Pieridae Elodina angulipennis southern pearl-white 1 animals insects Pieridae Appias paulina ega yellow albatross 1 animals insects Pieridae Catopsilia pomona lemon migrant 35 animals insects Pieridae Delias nysa nysa yellow-spotted jezebel (Australian 1 subspecies) animals insects Pieridae Delias nigrina black jezebel 14 animals insects Pieridae Delias argenthona argenthona scarlet jezebel 4 animals insects Pieridae Eurema hecabe large grass-yellow 22 animals insects Pieridae Pieris rapae cabbage white Y 23 animals insects Pieridae Belenois java teutonia caper white 5 animals insects Pieridae Catopsilia pyranthe crokera white migrant 4

Page 4 of 5 Queensland Government Wildlife Online - Extract Date 11/06/2020 at 13:30:02 Kingdom Class Family Scientific Name Common Name I Q A Records animals insects Pieridae Eurema smilax small grass-yellow 15 animals mammals Phalangeridae Trichosurus vulpecula common brushtail possum C 1 animals mammals Phascolarctidae Phascolarctos cinereus koala V V 10 animals mammals Pseudocheiridae Pseudocheirus peregrinus common ringtail possum C 1 animals mammals Tachyglossidae Tachyglossus aculeatus short-beaked echidna SL 1 animals reptiles Agamidae Pogona barbata bearded dragon C 14 animals reptiles Agamidae Intellagama lesueurii eastern water dragon C 2 animals reptiles Boidae Morelia spilota carpet python C 2 animals reptiles Colubridae Dendrelaphis punctulatus green tree snake C 1 animals reptiles Scincidae Cryptoblepharus pulcher pulcher elegant snake-eyed skink C 15 animals reptiles Scincidae Lampropholis delicata dark-flecked garden sunskink C 1 animals reptiles Typhlopidae Anilios sp. 1

CODES I - Y indicates that the taxon is introduced to Queensland and has naturalised. Q - Indicates the Queensland conservation status of each taxon under the Nature Conservation Act 1992. The codes are Extinct in the Wild (PE), Endangered (E), Vulnerable (V), Near Threatened (NT), Least Concern (C) or Not Protected ( ). A - Indicates the Australian conservation status of each taxon under the Environment Protection and Biodiversity Conservation Act 1999. The values of EPBC are Conservation Dependent (CD), Critically Endangered (CE), Endangered (E), Extinct (EX), Extinct in the Wild (XW) and Vulnerable (V). Records – The first number indicates the total number of records of the taxon for the record option selected (i.e. All, Confirmed or Specimens). This number is output as 99999 if it equals or exceeds this value. The second number located after the / indicates the number of specimen records for the taxon. This number is output as 999 if it equals or exceeds this value.

Page 5 of 5 Queensland Government Wildlife Online - Extract Date 11/06/2020 at 13:30:02