Traffic Noise Impact Assessment Everleigh, Greenbank
Area 1 – Amendment to Lot Layout Mirvac Project No.: ATP170617 Project Name: Everleigh – Area 1 – Amendment to Lot Layout Document No.: ATP170617-R-TNIA-01_RoL 5 March 2020
DEV2016/76810 July 2020
Client: Mirvac Page i Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Document Control Record
Prepared by: Sam Fraser Approved by: Sasho Temelkoski RPEQ 13551
Position: Senior Engineer – Acoustics
Position: Managing Director
Signed:
Signed:
Date: 24 March 2020 Date: 24 March 2020
REVISION STATUS
Revision No. Description of Revision Date Approved
0 Issue 1 24 March 2020 Sasho Temelkoski
Recipients are responsible for eliminating all superseded documents in their possession. atf ATP Engineering Trust ABN: 95 634 079 845 Gold Coast 34 Lakefront Crescent Varsity Lakes, QLD 4227 Ph: (07) 5593 0487
Brisbane Studio 5, 33 Vulture Street West End QLD 4101 Ph: 0499 015 150
Perth Suite 59, 102 Railway Street West Perth WA 6005 Ph: (08) 9265 1424
E-mail: [email protected] Internet: www.atpconsulting.com.au
RELIANCE, USES and LIMITATIONS This report is copyright and is to be used only for its intended purpose by the intended recipient, and is not to be copied or used in any other way. The report may be relied upon for its intended purpose within the limits of the following disclaimer. This study, report and analyses have been based on the information available to ATP Consulting Engineers at the time of preparation. ATP Consulting Engineers accepts responsibility for the report and its conclusions to the extent that the information was sufficient and accurate at the time of preparation. ATP Consulting Engineers does not take responsibility for errors and omissions due to incorrect information or information not available to ATP Consulting Engineers at the time of preparation of the study, report or analyses.
Client: Mirvac Page ii Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Executive Summary ATP Consulting Engineers (ATP) was engaged by Mirvac to prepare a noise impact assessment in support of a Permissible Change application for the approved Area 1 of the Everleigh development in Greenbank. Minor change to the lot layout is proposed at the northern part of Area 1 (Precinct 1.6).
Potential noise impacts from commercial activities associated with the proposed Neighbourhood Centre, as well as activities at the school and recreation areas, are not part of this assessment and will require detailed assessment at a later stage.
Traffic noise propagation modelling was carried out considering the future traffic flows for a planning horizon of 2051. The results of the noise propagation modelling indicate that, without noise mitigation measures, the development site will be impacted by traffic noise from Teviot Road, Greenbank Road and the major internal collector roads.
To mitigate traffic noise the following noise control measures must be implemented:
Noise barriers must be constructed along Teviot Road and Everleigh Drive.
No noise control measures are required along Greenbank Road, provided that dwellings have minimum setback distance of 40m for low-set buildings and 60m for high-set buildings.
The ground and upper floors of front-loaded lots adjacent to Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.
The upper floors of the allotments located in close proximity to Teviot Road and Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.
Provided the recommended planning and design noise control measures are implemented in the construction of Everleigh Area 1, road traffic noise will not impose any further constraints on the establishment of the development.
Client: Mirvac Page iii Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Table of Contents
1. Introduction .............................................................................................................................. 1 1.1 Project background ........................................................................................................... 1 1.2 Study objectives ................................................................................................................ 1 1.3 Development plan ............................................................................................................. 2
2. Existing Noise Amenity ............................................................................................................ 3 2.1 Noise measurement location ............................................................................................. 3 2.2 Measurement Results ....................................................................................................... 5
2.2.1 Location 1 .................................................................................................................. 5
2.2.2 Location 2 .................................................................................................................. 6
3. Traffic Noise Criteria ................................................................................................................ 7 3.1 External noise criteria ....................................................................................................... 7 3.2 Internal noise criteria......................................................................................................... 8
4. Traffic Noise Calculation Methodology ..................................................................................... 9 4.1 Traffic noise model – Validation (Year 2015 and 2020) ..................................................... 9 4.2 Traffic noise model – Planning horizon (Year 2051) ........................................................ 10
5. Calculated Traffic Noise Levels .............................................................................................. 14 5.1 Area 1 ............................................................................................................................. 14
6. Discussion and Recommendations ........................................................................................ 24 6.1 Noise barriers ................................................................................................................. 26
6.1.1 Noise barrier along Teviot Road .............................................................................. 26
6.1.2 Noise barrier along Everleigh Drive.......................................................................... 27
6.2 Acoustic setbacks ........................................................................................................... 29 6.3 Front loaded lots facing Everleigh Drive .......................................................................... 29 6.4 Summary of lots requiring acoustic design ...................................................................... 30
6.4.1 Noise control measures outside Area 1 ................................................................... 33
7. Conclusions ........................................................................................................................... 34 8. References ............................................................................................................................ 35 9. Appendices ............................................................................................................................ 36 Tables
Table 2.1 Noise measurements ..................................................................................................... 3 Table 2.2 Noise measurement results – Location 1 ........................................................................ 5 Table 2.3 Noise measurement results – Location 2 ........................................................................ 6 Table 3.1 External noise criteria ..................................................................................................... 7
Client: Mirvac Page iv Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Table 3.2 Internal noise criteria (dwellings) .................................................................................... 8 Table 4.1 Traffic flow data for validation ......................................................................................... 9 Table 4.2 Data and assumptions – Model validation ...................................................................... 9 Table 4.3 SoundPLAN validation results ...................................................................................... 10 Table 4.4 Traffic flow data – 2051 planning horizon ..................................................................... 10 Table 4.5 Data and assumptions – Planning horizon model ......................................................... 11 Table 5.1 Calculated traffic noise levels – Area 1 ......................................................................... 14 Table 6.1 Noise barrier along Teviot Road ................................................................................... 26 Table 6.2 Noise barrier along Teviot Road – Levels ..................................................................... 26 Table 6.3 Noise barrier along Everleigh Drive .............................................................................. 28 Table 6.4 Lots requiring acoustic design ...................................................................................... 31 Figures
Figure 1.1 Area 1 lot layout ............................................................................................................ 2 Figure 2.1 Noise measurement locations ....................................................................................... 4 Figure 4.1 Average weekday traffic volumes, 2051 ...................................................................... 11 Figure 4.2 SoundPLAN traffic noise model – Area 1 .................................................................... 13 Figure 6.1 Noise control measures – Area 1 ................................................................................ 25 Figure 6.2 Noise barrier – 3d perspective .................................................................................... 27 Figure 6.3 Typical timber noise barrier fence ................................................................................ 28 Figure 6.4 Outdoor living area on protected facade ...................................................................... 30 Appendices
Appendix A – Area 1 lot layout Appendix B – Site photos Appendix C – Meteorological data Appendix D – Noise measurement results Appendix E – Average weekday traffic volumes, 2051 Appendix F – Validation of traffic noise model Appendix G – Traffic noise levels Appendix H – Civil engineering drawings
Client: Mirvac Page 1 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
1. Introduction
1.1 Project background
ATP Consulting Engineers (ATP) was engaged by Mirvac to prepare a noise impact assessment in support of a Permissible Change application for the approved Area 1 of the Everleigh development in Greenbank. Minor change to the lot layout is proposed at the northern part of Area 1 (Precinct 1.6).
This acoustic report is an amendment to the previous noise impact assessment1 dated 5 March 2019.
Potential noise impacts from commercial activities associated with the proposed Neighbourhood Centre, as well as activities at the school and recreation areas, are not part of this assessment and will require detailed assessment at a later stage.
1.2 Study objectives
Study objectives are as follows:
Site specific noise measurements near Teviot Road and Greenbank Road to obtain information about the existing noise levels. The measured traffic noise levels will be used for validation of the SoundPLAN noise propagation model.
Development of a 3D traffic noise propagation model using SoundPLAN software considering the development layout and civil engineering design of Area 1 and interface lots. The traffic flows along Teviot Road, Greenbank Road and higher order internal roads, to the year 2051 (ultimate planning horizon), will be considered in the SoundPLAN model.
Calculation of the traffic noise levels at the facades and private open spaces of the dwellings to be constructed at Area 1 and the interface lots along Greenbank Road.
Based on the calculated traffic noise levels ATP Consulting will provide recommendations for noise control measures (i.e. acoustic barriers and advice on the architectural treatments to the building facades) to ensure compliance with the relevant external and internal noise criteria.
Provision of a detailed acoustic report (traffic noise impact assessment) in a format required by EDQ and Logan City Council (LCC). The report will present the traffic noise assessment methodology, tabulated measured noise levels, calculated traffic noise levels, and recommendations for noise control measures.
1 “Traffic Noise Impact Assessment – Everleigh, Greenbank: Precinct 2 – RoL Application; Area 1 – Review of Previous Noise Impact Assessment” by ATP Consulting Engineers, report ref. ATP170617-R-TNIA-01_Precinct 2 RoL and Area 1 Review, Issue 1 report dated 5 March 2019
Client: Mirvac Page 2 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
1.3 Development plan
The approved Everleigh development is a master-planned community in Greenbank with frontage to Teviot Road to the west and Greenbank Road to the south. The subject site has a total area of 482.1 Ha. The site is located within the Greater Flagstone priority development area (PDA).
The development layout for Area 1, including minor changes to the lot layout, is presented in Figure 1.1 and Appendix A.
Figure 1.1 Area 1 lot layout
Client: Mirvac Page 3 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
2. Existing Noise Amenity
2.1 Noise measurement location
Noise measurements were carried out at two locations within the site to obtain information about the traffic and background noise levels at the subject site.
The noise measurement methodology is summarised in Table 2.1.
Table 2.1 Noise measurements
Relevant legislation, standards and
guidelines
The noise measurements were carried out in accordance with:
Australian Standard AS 1055:2018 (Acoustics – Description and measurement of environmental noise); and
Australian Standard AS 2702-1984 (Acoustics – Methods for measurement of road traffic noise).
Measurement location
The noise monitoring was carried out at two locations:
Location 1 – South-western boundary of the existing Lot 3 on SP297192, approximately 20m setback distance from Teviot Road
Location 2 – Approximately 30m setback distance from Greenbank Road
The noise measurement locations are presented in Figure 2.1, as well as the photos presented in Appendix B.
Measurement period
Location 1 – Continuous noise monitoring was carried out 24 hours a day from 5 to 18 March 2020. This recent noise monitoring has been carried out by ATP in support of noise assessment for the Everleigh RoL 5 application.
Location 2 – Continuous noise monitoring was carried out 24 hours a day from 25 September to 2 October 2015. This noise monitoring was carried out as part of the original noise assessment in support of the Area 1 development application. The proposed lot layout changes are at the northern part of Area 1, closer to monitoring Location 1, therefore there was no need to carry out new noise monitoring at Location 2.
Measurement equipment
The following noise measurement equipment was used:
Environmental noise logger – ARL EL-315 (serial no. 15-203-537);
Environmental noise logger – ARL Ngara (serial no. 8780d4); and
Calibration – RION NC-74 Sound Level Calibrator (serial no. 34615224).
The noise measurement instruments conform to Australian Standard AS IEC61672.1-2004. Calibration was performed during set up and download of the data from the noise logger. The calibration drift was <0.1 dB(A).
Meteorological conditions
Location 1 – Rainfall occurred during on 6, 9, 10 and 12 March 2020. Noise data affected by periods of rainfall has been excluded from the results. Full meteorological data for the monitoring period is presented in Appendix C.
Location 2 – Rainfall occurred on 28 and 29 September 2015. Noise data affected by periods of rainfall has been excluded from the results. Full meteorological data for the monitoring period is presented in Appendix C.
Analysis of data The noise measurement data was analysed to determine the following noise descriptor:
Client: Mirvac Page 4 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
L10,18hr: L10 is the level of noise exceeded for 10% of any time period; L10,18hr is the typical traffic noise descriptor, and is the arithmetic average of 18 hourly L10,1hr levels over consecutive hours between 6am and 12am.
The noise measurement locations are presented in Figure 2.1 and site photos are presented in Appendix B.
Figure 2.1 Noise measurement locations
Noise Measurement Locations
Location 1: Unattended noise monitoring
20m setback distance from Teviot Road
Location 2: Unattended noise monitoring
30m setback distance from Greenbank Road
Client: Mirvac Page 5 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
2.2 Measurement Results
2.2.1 Location 1
The results of the noise measurements undertaken from 5 to 18 March 2020 are presented in Table 2.2 and Appendix D.
Table 2.2 Noise measurement results – Location 1
Date Traffic Noise Levels Background Noise Levels
L10,18hr (6am-12am)
L10,1hr max (6am-12am)
L90,18hr (6am-12am)
L90,8hr (10pm-6am)
5 Mar 2020 (Thu) — — — 39
6 Mar 2020 (Fri) 64 67 52 36
7 Mar 2020 (Sat) 64 65 51 37
8 Mar 2020 (Sun) 62 65 49 38
9 Mar 2020 (Mon) 66 68 54 39
10 Mar 2020 (Tue) 64 68 53 39
11 Mar 2020 (Wed) 64 68 54 40
12 Mar 2020 (Thu) 65 68 55 41
13 Mar 2020 (Fri) 65 68 55 38
14 Mar 2020 (Sat) 64 66 52 39
15 Mar 2020 (Sun) 64 67 51 38
16 Mar 2020 (Mon) 64 68 52 39
17 Mar 2020 (Tue) 64 70 53 38
18 Mar 2020 (Wed) 63 67 52 39
Arithmetic Mean 64 67 52 39
Weekdays Only 64 68 53 39
██ Noise data disregarded due to rainfall.
Client: Mirvac Page 6 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
2.2.2 Location 2
The results of the noise measurements undertaken from 25 September to 2 October 2015 are presented in Table 2.3 and Appendix D.
Table 2.3 Noise measurement results – Location 2
Date Traffic Noise Levels Background Noise Levels
L10,18hr (6am-12am)
L90,18hr (6am-12am)
L90,8hr (10pm-6am)
25 Sep 2015 (Fri) 57 46 38
26 Sep 2015 (Sat) 57 45 31
27 Sep 2015 (Sun) 55 42 31
28 Sep 2015 (Mon) 55 44 35
29 Sep 2015 (Tue) 56 46 34
30 Sep 2015 (Wed) 56 45 37
1 Oct 2015 (Thu) 56 45 35
2 Oct 2015 (Fri) 56 44 33
Arithmetic Mean Weekdays Only 55 44 34
██ Noise data disregarded due to rainfall.
Client: Mirvac Page 7 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
3. Traffic Noise Criteria
3.1 External noise criteria
The development site is located within the Greater Flagstone PDA, a priority development area designated by Economic Development Queensland (EDQ).
There are no traffic noise criteria specific to the Greater Flagstone PDA. Traffic noise impact assessment for the Everleigh development should be carried out in accordance with the Department of Transport and Main Roads (TMR) Road Traffic Noise Management: Code of Practice.
The relevant traffic noise criteria are TMR’s policy for Development Affected by Environmental Emissions from Transport and SDAP State Code 1 Development in a state-controlled road environment.
The relevant traffic noise criteria are presented in Table 3.1.
Table 3.1 External noise criteria
Development type
Location within development Environmental criteria
Accommodation activities2
All facades
≤60dB(A) L10(18hr) façade corrected (measured L90(8hr) free field between 10pm and 6am ≤ 40dB(A))
≤63dB(A) L10(18hr) façade corrected (measured L90(8hr) free field between 10pm and 6am > 40dB(A))
Private open spaces
≤57dB(A) L10(18hr) free field (measured L90(18hr) free field between 6am and midnight ≤ 45dB(A))
≤60dB(A) L10(18hr) free field (measured L90(18hr) free field between 6am and midnight > 45dB(A))
The relevant façade adjusted3 road traffic noise criterion for the building facades is 63dB(A)L10,18hr4.
The designated private open spaces (outdoor living areas) have to comply with the free-field traffic noise criterion of 60dB(A)L10,18hr.
2 Definition of accommodation activity from SDAP includes residential dwellings, relocatable home park, residential care/retirement facility, tourist park and short-term accommodation, among others. 3 The façade adjusted noise criteria contains +2.5dB(A) adjustment factor for the sound energy that is result of the reflection of the sound wave from the hard surface of typical buildings. This adjustment is applicable for areas within 3m from a hard reflective vertical surface. 4 Within a 10 year planning horizon, as the development is established, background noise levels in the vicinity of Teviot Road and Greenbank Road are expected to be greater than 40dB(A) L90,8hr between 10pm and 6am.
Client: Mirvac Page 8 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
3.2 Internal noise criteria
Where the external noise criteria cannot be met, the residential dwellings must be designed to mitigate intrusion of traffic noise into habitable rooms. At the building approval stage the dwellings at the affected allotments should be designed and constructed as per AS3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4.
When carrying out acoustic design as per AS3671, it is recommended to adopt the internal noise criteria specified in AS/NZS 2107:2016 as presented in Table 3.2.
Table 3.2 Internal noise criteria (dwellings)
Type of occupancy Maximum LAeq
Living areas 45 dB(A)
Sleeping areas 40 dB(A)
Client: Mirvac Page 9 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
4. Traffic Noise Calculation Methodology
The traffic noise from Teviot Road, Greenbank Road and major internal roads was calculated using SoundPLAN noise propagation modelling software as per the procedure specified in the UK Department of Transport Welsh Office Method of Calculation of Road Traffic Noise (CoRTN’88). This is an accepted traffic noise calculation procedure applied widely in Australia5.
Traffic noise levels have been calculated for the ultimate planning horizon of 2051. Detailed results are calculated for Area 1 (early release area).
4.1 Traffic noise model – Validation (Year 2015 and 2020)
The noise data collected during the monitoring period (as presented in Tables 2.2 and 2.3) was used to validate the accuracy of the SoundPLAN model prior to calculating future road traffic noise levels.
Traffic flow data, as considered in the SoundPLAN validation model, is presented in Table 4.1.
Table 4.1 Traffic flow data for validation
Road 2006
Traffic Flow AADT6
2015 Traffic Flow
AADT7
2020 Traffic Flow
AADT
Heavy Vehicles
(%)
Teviot Road 4,155 7,020 9,394 5.0
Greenbank Road 2,065 3,489 4,669 8.0
The additional factors and assumptions considered in the model are presented in Table 4.2.
Table 4.2 Data and assumptions – Model validation
Parameter Data/Assumptions
Mean vehicle speed Teviot Road: 70 km/h north of Pub Lane and 80 km/h south of Pub Lane Greenbank Road: 80 km/h
Calculation procedure CoRTN (Calculation of Road Traffic Noise) SoundPLAN grid spacing is 1m while the increment for angle of view is 1º
Road traffic volume for CoRTN procedure
The CoRTN procedure requires 18 hours traffic volume data. Traffic volume for 18-hours (6:00am to midnight) was considered as 94% of the 24 hour AADT.
Road surface Teviot Road: Bituminous seal, requiring an adjustment of +3dB in the model Greenbank Road: Bituminous seal, requiring an adjustment of +3dB in the model
Noise logger Each noise logger was situated at a free field location with a microphone height of 1.2m above ground level.
5 CoRTN (Calculation of Road Traffic Noise) is a widely accepted procedure in Australia for calculation of traffic noise and it is specifically recommended in QLD TMR’s Code of Practice Volume 1, Section 4.3.2, Page 29. 6 Most recent traffic data available for Teviot Road and Greenbank Road was from a 2006/2007 study by the Department for Transport and Main Roads (TMR, 2010). 7 Traffic flow growth rates of 6.0% per annum from 2006 to 2020, based on population data published by the Queensland Government Statisticians Office which indicates a growth rate of approximately 6% within the Greenbank Statistical Area 2.
Client: Mirvac Page 10 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
The results of the SoundPLAN model validation are presented in Table 4.3 and in Appendix F.
Table 4.3 SoundPLAN validation results
Receiver Measured* L10(18-hour)
dB(A)
Calculated* L10(18-hour)
dB(A) Difference
dB(A) Validation
Factor
Noise Logger – Location 1 64 64 0 N/A
Noise Logger – Location 2 55 57 +2 N/A *Free-field
The calculated traffic noise levels are within ± 2 dBA tolerance limit, hence no correction factor is required.
4.2 Traffic noise model – Planning horizon (Year 2051)
Traffic noise calculations were carried out for an ultimate planning horizon of 2051, as per the approved “Movement Network Infrastructure Master Plan” (3 March 2017) for the Everleigh development, prepared by MWH.
The average weekday traffic volumes for 2051 are presented in Table 4.4, Figure 4.1 and in Appendix E.
Table 4.4 Traffic flow data – 2051 planning horizon
Road Road Segment 2051
Traffic Flow AADT
Heavy Vehicles
(%) Teviot Road North of Leanne Court 34,304 5.0
Teviot Road Leanne Court to Pub Lane 34,978 5.0
Teviot Road Pub Lane to Greenbank Road 24,681 5.0
Teviot Road South of Greenbank Road 19,423 5.0
Greenbank Road Teviot Road to High order road (South entry road, Everleigh) 6,795 8.0
Greenbank Road High order road (South entry road, Everleigh) to Crowson Lane 9,883 8.0
Everleigh Drive (within development)
Pub Lane to High order road (South entry road, Everleigh) 8,082 3.0
High order road (South entry road, Everleigh) Greenbank Road to “School” road 3,088 3.0
High order road (North entry road, Everleigh) Teviot Road to “School” road 8,796 3.0
Source: Movement Network Infrastructure Master Plan by MWH, 3 March 2017
Client: Mirvac Page 11 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Figure 4.1 Average weekday traffic volumes, 2051
The various additional factors considered in the model are presented in Table 4.5.
Table 4.5 Data and assumptions – Planning horizon model
Parameter Data/Assumptions
Mean vehicle speed
Teviot Road: 70 km/h north of Pub Lane and 80 km/h south of Pub Lane Greenbank Road: 80 km/h Internal roads: 50 km/h
Calculation procedure
CoRTN (Calculation of Road Traffic Noise) SoundPLAN grid spacing is 1m while the increment for angle of view is 1º
Road traffic volume for CoRTN procedure
The CoRTN procedure requires 18 hours traffic volume data. Traffic volume for 18-hours (6:00am to midnight) was considered as 94% of the 24 hour AADT.
Road type and alignment
Teviot Road: After road upgrade: Two lanes in each direction, three lanes in each direction (north of Pub Lane).
Greenbank Road: One lane in each direction. Internal roads: Everleigh Drive and North entry road: Two lanes in each direction to the first roundabout, then one lane in each direction. South entry road: One lane in each direction.
Area 1
Crowson Ln
Area 1
Client: Mirvac Page 12 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Source: - Teviot Road ultimate design alignments from Premise, received 18 September 2018 - Development layout “2020-0221_Everleigh – Master Plan” from Mirvac, received 26
February 2019
Road surface Teviot Road & Greenbank Road: Dense graded asphalt (after road upgrade) Internal roads: Dense graded asphalt.
Dense graded asphalt requires no adjustment factor.
Development layout
Source: - Development layout “2020-0221_Everleigh – Master Plan” from Mirvac, received 26
February 2019
Buildings Residential buildings on all lots were considered as one storey high with total height of 3.5m. Front setbacks are 6.0m and side setbacks are minimum 1.5m.
Receivers
Façade noise levels Although buildings were considered as single-storey, receivers were allocated to ground (1.8m AGL) as well as upper floor (4.6m AGL) to calculate noise levels at potential two-storey houses. Note: AGL: above ground level
SoundPLAN adds +2.5dB(A) to the calculated noise levels when the receivers are attached to the buildings, thus the tabulated traffic noise levels are façade adjusted.
Private open spaces Receivers were placed at the outdoor living areas which are located at the ground floor at the rear of each dwelling (i.e. backyards).
Receivers were placed at a free-field location 4m from the building façades. Receivers were placed at 1.5m AGL.
CoRTN correction factor
Application of CoRTN correction factor of –1.7dB for receivers located 1m from building façades is considered in Australia, and –0.7dB for free-field receivers, as recommended by TMR Code of Practice.
Terrain
Sources: - “2020-03-17 MIR003 DESIGN 3D TRIANGLES” from Premise, received 16 March 2020 - Precinct 1.3 civil engineering drawings “2018-08-09 MIR001-03 Precinct 1.3 Civil
Drawings” from Premise, received 7 February 2019 - Precinct 1.4 civil engineering drawings “2018-08-09 MIR001-04 Precinct 1.4 Civil
Drawings” from Premise, received 7 February 2019 - Precinct 1.1 civil engineering drawings “2018-06-27 MIR001-01 Precinct 1.1 Civil
Drawings” from Premise, received 5 September 2018 - “2019-02-11 MIRSGB Super Design TIN” and “Everleigh ASCON FSL” from Premise,
received 15 February 2019
Noise control measures
Traffic noise levels were calculated with the noise control measures recommended in Section 6 of this report.
Client: Mirvac Page 13 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Overview of the SoundPLAN traffic noise model for Area 1 is presented in Figure 4.2.
Figure 4.2 SoundPLAN traffic noise model – Area 1
Client: Mirvac Page 14 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
5. Calculated Traffic Noise Levels
The road traffic noise levels were calculated at the facades (ground and upper floors) and private open space (ground floor outdoor living area) of each dwelling, considering the noise barriers as per Section 6 of this report.
The calculated noise levels were then assessed against the traffic noise criteria (≤ 63dB(A) L10,18hr facade adjusted for building facades; and ≤ 60dB(A) L10,18hr free-field for private open spaces).
5.1 Area 1
The calculated traffic noise levels at Area 1 and assessment of compliance are presented in Table 5.1.
Table 5.1 Calculated traffic noise levels – Area 1
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.1_Lot 1133 52 Yes 55 Yes 51 Yes P1.1_Lot 1134 51 Yes 55 Yes 49 Yes P1.1_Lot 1135 50 Yes 55 Yes 49 Yes P1.1_Lot 1136 50 Yes 55 Yes 48 Yes P1.1_Lot 1137 51 Yes 55 Yes 48 Yes P1.1_Lot 1138 53 Yes 56 Yes 49 Yes P1.1_Lot 1233 50 Yes 53 Yes 47 Yes P1.1_Lot 1234 50 Yes 53 Yes 48 Yes P1.1_Lot 1235 50 Yes 53 Yes 48 Yes P1.1_Lot 1236 50 Yes 53 Yes 48 Yes P1.1_Lot 1237 50 Yes 54 Yes 49 Yes P1.1_Lot 1238 51 Yes 54 Yes 49 Yes P1.1_Lot 1239 52 Yes 56 Yes 51 Yes P1.1_Lot 1240 56 Yes 59 Yes 54 Yes P1.1_Lot 1252 64 No 66 No 49 Yes P1.1_Lot 1253 64 No 66 No 49 Yes P1.1_Lot 1254 64 No 66 No 49 Yes P1.1_Lot 1255 64 No 66 No 49 Yes P1.1_Lot 1256 64 No 66 No 49 Yes P1.1_Lot 1257 64 No 66 No 49 Yes P1.1_Lot 1258 64 No 66 No 49 Yes P1.1_Lot 1259 64 No 66 No 49 Yes P1.1_Lot 1260 64 No 66 No 50 Yes P1.1_Lot 1261 55 Yes 58 Yes 52 Yes P1.1_Lot 1262 53 Yes 57 Yes 52 Yes P1.1_Lot 1263 53 Yes 56 Yes 51 Yes P1.1_Lot 1264 54 Yes 57 Yes 53 Yes P1.1_Lot 1265 53 Yes 57 Yes 52 Yes P1.1_Lot 1266 53 Yes 57 Yes 52 Yes P1.1_Lot 1267 52 Yes 57 Yes 52 Yes P1.1_Lot 1268 52 Yes 56 Yes 52 Yes P1.1_Lot 1269 53 Yes 57 Yes 52 Yes P1.1_Lot 1270 53 Yes 57 Yes 52 Yes P1.1_Lot 1271 53 Yes 57 Yes 52 Yes P1.1_Lot 1272 52 Yes 57 Yes 51 Yes P1.1_Lot 1273 52 Yes 56 Yes 51 Yes P1.1_Lot 1274 52 Yes 56 Yes 51 Yes P1.1_Lot 1275 51 Yes 56 Yes 50 Yes
Client: Mirvac Page 15 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.1_Lot 1276 52 Yes 56 Yes 51 Yes P1.1_Lot 1277 52 Yes 57 Yes 51 Yes P1.1_Lot 1278 52 Yes 57 Yes 51 Yes P1.1_Lot 1279 54 Yes 57 Yes 51 Yes P1.1_Lot 1280 51 Yes 56 Yes 49 Yes P1.1_Lot 1281 50 Yes 54 Yes 48 Yes P1.1_Lot 1282 49 Yes 54 Yes 48 Yes P1.1_Lot 1283 49 Yes 53 Yes 48 Yes P1.1_Lot 1284 49 Yes 53 Yes 48 Yes P1.1_Lot 1285 50 Yes 53 Yes 49 Yes P1.1_Lot 1286 49 Yes 53 Yes 48 Yes P1.1_Lot 1287 49 Yes 53 Yes 49 Yes P1.1_Lot 1288 50 Yes 53 Yes 49 Yes P1.1_Lot 1289 50 Yes 53 Yes 49 Yes P1.1_Lot 1290 50 Yes 54 Yes 49 Yes P1.1_Lot 1291 50 Yes 54 Yes 50 Yes P1.1_Lot 1292 51 Yes 54 Yes 50 Yes P1.1_Lot 1293 51 Yes 54 Yes 50 Yes P1.1_Lot 1294 51 Yes 54 Yes 50 Yes P1.1_Lot 1295 53 Yes 55 Yes 51 Yes P1.1_Lot 1296 53 Yes 55 Yes 50 Yes P1.1_Lot 1309 49 Yes 53 Yes 48 Yes P1.1_Lot 1310 49 Yes 53 Yes 48 Yes P1.1_Lot 1311 49 Yes 53 Yes 48 Yes P1.1_Lot 1312 50 Yes 53 Yes 49 Yes P1.1_Lot 1313 50 Yes 53 Yes 49 Yes P1.1_Lot 1314 50 Yes 54 Yes 49 Yes P1.1_Lot 1315 49 Yes 53 Yes 48 Yes P1.1_Lot 1316 49 Yes 54 Yes 48 Yes P1.1_Lot 1317 49 Yes 53 Yes 48 Yes P1.1_Lot 1318 50 Yes 53 Yes 48 Yes P1.1_Lot 1319 50 Yes 53 Yes 48 Yes P1.1_Lot 1320 50 Yes 53 Yes 48 Yes P1.1_Lot 1321 49 Yes 53 Yes 48 Yes P1.1_Lot 1322 49 Yes 53 Yes 48 Yes P1.1_Lot 1323 50 Yes 53 Yes 48 Yes P1.1_Lot 1324 50 Yes 53 Yes 48 Yes P1.1_Lot 1325 50 Yes 53 Yes 48 Yes P1.1_Lot 1326 50 Yes 53 Yes 48 Yes P1.1_Lot 1331 49 Yes 53 Yes 48 Yes P1.1_Lot 1332 49 Yes 53 Yes 47 Yes P1.1_Lot 1333 49 Yes 53 Yes 47 Yes P1.1_Lot 1334 49 Yes 53 Yes 48 Yes P1.1_Lot 1344 51 Yes 55 Yes 50 Yes P1.1_Lot 2001 60 Yes 68 No 57 Yes P1.1_Lot 2002 61 Yes 68 No 58 Yes P1.1_Lot 2003 61 Yes 68 No 58 Yes P1.1_Lot 2026 60 Yes 64 No 57 Yes P1.1_Lot 2027 59 Yes 63 Yes 55 Yes P1.1_Lot 2028 59 Yes 62 Yes 54 Yes P1.1_Lot 2029 59 Yes 62 Yes 54 Yes P1.1_Lot 2119 58 Yes 60 Yes 51 Yes P1.1_Lot 2120 58 Yes 60 Yes 51 Yes P1.1_Lot 2121 58 Yes 60 Yes 51 Yes P1.1_Lot 2122 58 Yes 60 Yes 51 Yes P1.1_Lot 2123 58 Yes 60 Yes 51 Yes
Client: Mirvac Page 16 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.1_Lot 2124 58 Yes 61 Yes 51 Yes P1.1_Lot 2125 58 Yes 61 Yes 52 Yes P1.1_Lot 2126 59 Yes 61 Yes 53 Yes P1.1_Lot 2127 59 Yes 61 Yes 51 Yes P1.1_Lot 2128 57 Yes 60 Yes 52 Yes P1.1_Lot 2129 57 Yes 59 Yes 50 Yes P1.1_Lot 2130 57 Yes 59 Yes 50 Yes P1.1_Lot 2131 57 Yes 59 Yes 50 Yes P1.1_Lot 2149 59 Yes 61 Yes 58 Yes P1.1_Lot 2150 58 Yes 60 Yes 56 Yes P1.1_Lot 2151 57 Yes 59 Yes 56 Yes P1.2_Lot 1131 51 Yes 54 Yes 49 Yes P1.2_Lot 1132 51 Yes 54 Yes 49 Yes P1.2_Lot 1139 51 Yes 55 Yes 48 Yes P1.2_Lot 1140 51 Yes 55 Yes 49 Yes P1.2_Lot 1148 54 Yes 57 Yes 49 Yes P1.2_Lot 1149 52 Yes 56 Yes 48 Yes P1.2_Lot 1150 52 Yes 56 Yes 48 Yes P1.2_Lot 1151 51 Yes 55 Yes 48 Yes P1.2_Lot 1152 51 Yes 55 Yes 48 Yes P1.2_Lot 1153 51 Yes 55 Yes 47 Yes P1.2_Lot 1154 51 Yes 54 Yes 47 Yes P1.2_Lot 1155 52 Yes 56 Yes 49 Yes P1.2_Lot 1156 52 Yes 56 Yes 49 Yes P1.2_Lot 1157 53 Yes 56 Yes 51 Yes P1.2_Lot 1158 53 Yes 56 Yes 49 Yes P1.2_Lot 1195 53 Yes 56 Yes 51 Yes P1.2_Lot 1196 52 Yes 56 Yes 50 Yes P1.2_Lot 1197 52 Yes 56 Yes 50 Yes P1.2_Lot 1198 52 Yes 56 Yes 50 Yes P1.2_Lot 1199 52 Yes 55 Yes 50 Yes P1.2_Lot 1200 52 Yes 55 Yes 51 Yes P1.2_Lot 1201 52 Yes 55 Yes 51 Yes P1.2_Lot 1208 52 Yes 55 Yes 51 Yes P1.2_Lot 1209 51 Yes 55 Yes 51 Yes P1.2_Lot 1210 51 Yes 54 Yes 51 Yes P1.2_Lot 1211 51 Yes 54 Yes 50 Yes P1.2_Lot 1212 51 Yes 54 Yes 50 Yes P1.2_Lot 1213 51 Yes 54 Yes 50 Yes P1.2_Lot 1214 51 Yes 53 Yes 50 Yes P1.2_Lot 1215 50 Yes 53 Yes 49 Yes P1.2_Lot 1216 50 Yes 53 Yes 49 Yes P1.2_Lot 1217 50 Yes 54 Yes 49 Yes P1.2_Lot 1218 51 Yes 54 Yes 49 Yes P1.2_Lot 1219 51 Yes 54 Yes 50 Yes P1.2_Lot 1222 51 Yes 54 Yes 48 Yes P1.2_Lot 1223 51 Yes 53 Yes 48 Yes P1.2_Lot 1224 50 Yes 53 Yes 48 Yes P1.2_Lot 1225 49 Yes 53 Yes 48 Yes P1.2_Lot 1231 50 Yes 53 Yes 49 Yes P1.2_Lot 1232 50 Yes 53 Yes 49 Yes P1.2_Lot 1297 53 Yes 55 Yes 50 Yes P1.2_Lot 1298 52 Yes 54 Yes 49 Yes P1.2_Lot 1299 52 Yes 54 Yes 49 Yes P1.2_Lot 1300 52 Yes 54 Yes 49 Yes P1.2_Lot 1301 52 Yes 54 Yes 48 Yes
Client: Mirvac Page 17 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.2_Lot 1302 52 Yes 54 Yes 48 Yes P1.2_Lot 1303 52 Yes 54 Yes 47 Yes P1.2_Lot 1304 51 Yes 54 Yes 48 Yes P1.2_Lot 1305 51 Yes 54 Yes 48 Yes P1.2_Lot 1306 51 Yes 53 Yes 48 Yes P1.2_Lot 1307 51 Yes 53 Yes 48 Yes P1.2_Lot 1308 51 Yes 53 Yes 48 Yes P1.2_Lot 1327 51 Yes 53 Yes 49 Yes P1.2_Lot 1328 51 Yes 53 Yes 49 Yes P1.2_Lot 1329 50 Yes 53 Yes 49 Yes P1.2_Lot 1330 50 Yes 53 Yes 49 Yes P1.3_Lot 1002 58 Yes 68 No 56 Yes P1.3_Lot 1003 60 Yes 68 No 57 Yes P1.3_Lot 1029 60 Yes 67 No 58 Yes P1.3_Lot 1030 60 Yes 66 No 59 Yes P1.3_Lot 1031 59 Yes 65 No 58 Yes P1.3_Lot 1032 59 Yes 65 No 57 Yes P1.3_Lot 1033 59 Yes 65 No 57 Yes P1.3_Lot 1034 59 Yes 65 No 57 Yes P1.3_Lot 1035 58 Yes 64 No 57 Yes P1.3_Lot 1036 58 Yes 64 No 57 Yes P1.3_Lot 1037 58 Yes 64 No 57 Yes P1.3_Lot 1038 57 Yes 64 No 56 Yes P1.3_Lot 1039 53 Yes 58 Yes 52 Yes P1.3_Lot 1040 53 Yes 58 Yes 52 Yes P1.3_Lot 1041 53 Yes 59 Yes 53 Yes P1.3_Lot 1042 54 Yes 59 Yes 53 Yes P1.3_Lot 1043 55 Yes 60 Yes 54 Yes P1.3_Lot 1044 56 Yes 61 Yes 55 Yes P1.3_Lot 1045 57 Yes 62 Yes 56 Yes P1.3_Lot 1046 60 Yes 63 Yes 58 Yes P1.3_Lot 1053 54 Yes 58 Yes 52 Yes P1.3_Lot 1054 54 Yes 58 Yes 52 Yes P1.3_Lot 1087 53 Yes 58 Yes 52 Yes P1.3_Lot 1088 53 Yes 57 Yes 51 Yes P1.3_Lot 1089 55 Yes 58 Yes 53 Yes P1.3_Lot 1090 55 Yes 58 Yes 54 Yes P1.3_Lot 1091 56 Yes 58 Yes 54 Yes P1.3_Lot 1092 57 Yes 58 Yes 55 Yes P1.3_Lot 1093 57 Yes 58 Yes 55 Yes P1.3_Lot 1094 57 Yes 58 Yes 55 Yes P1.3_Lot 1095 56 Yes 58 Yes 54 Yes P1.3_Lot 1096 55 Yes 58 Yes 53 Yes P1.3_Lot 1097 55 Yes 58 Yes 53 Yes P1.3_Lot 1098 53 Yes 57 Yes 51 Yes P1.3_Lot 1099 52 Yes 56 Yes 50 Yes P1.3_Lot 1100 52 Yes 56 Yes 49 Yes P1.3_Lot 1101 54 Yes 57 Yes 52 Yes P1.3_Lot 1102 55 Yes 57 Yes 52 Yes P1.3_Lot 1103 55 Yes 57 Yes 51 Yes P1.3_Lot 1104 55 Yes 57 Yes 51 Yes P1.3_Lot 1105 55 Yes 57 Yes 52 Yes P1.3_Lot 1106 55 Yes 57 Yes 52 Yes P1.3_Lot 1107 54 Yes 57 Yes 52 Yes P1.3_Lot 1108 52 Yes 56 Yes 50 Yes P1.3_Lot 1109 52 Yes 56 Yes 50 Yes
Client: Mirvac Page 18 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.3_Lot 1110 52 Yes 56 Yes 50 Yes P1.3_Lot 1111 51 Yes 55 Yes 49 Yes P1.3_Lot 1112 51 Yes 56 Yes 49 Yes P1.3_Lot 1113 51 Yes 56 Yes 49 Yes P1.3_Lot 1114 53 Yes 56 Yes 51 Yes P1.3_Lot 1115 58 Yes 64 No 57 Yes P1.3_Lot 1116 57 Yes 64 No 56 Yes P1.3_Lot 1117 57 Yes 63 Yes 56 Yes P1.3_Lot 1118 57 Yes 63 Yes 56 Yes P1.3_Lot 1119 57 Yes 63 Yes 56 Yes P1.3_Lot 1120 57 Yes 63 Yes 56 Yes P1.3_Lot 1121 56 Yes 63 Yes 56 Yes P1.3_Lot 1122 57 Yes 64 No 56 Yes P1.3_Lot 1123 53 Yes 56 Yes 52 Yes P1.3_Lot 1124 52 Yes 56 Yes 51 Yes P1.3_Lot 1125 53 Yes 56 Yes 50 Yes P1.3_Lot 1126 53 Yes 56 Yes 50 Yes P1.3_Lot 1127 53 Yes 56 Yes 50 Yes P1.3_Lot 1128 53 Yes 55 Yes 50 Yes P1.3_Lot 1129 52 Yes 55 Yes 50 Yes P1.3_Lot 1130 51 Yes 55 Yes 49 Yes P1.3_Lot 1141 51 Yes 55 Yes 51 Yes P1.3_Lot 1142 52 Yes 55 Yes 51 Yes P1.3_Lot 1143 52 Yes 56 Yes 52 Yes P1.3_Lot 1144 53 Yes 56 Yes 52 Yes P1.3_Lot 1145 53 Yes 57 Yes 53 Yes P1.3_Lot 1146 55 Yes 57 Yes 54 Yes P1.3_Lot 1147 53 Yes 56 Yes 51 Yes P1.3_Lot 1159 53 Yes 57 Yes 53 Yes P1.3_Lot 1160 54 Yes 57 Yes 53 Yes P1.3_Lot 1161 54 Yes 58 Yes 53 Yes P1.3_Lot 1162 54 Yes 58 Yes 54 Yes P1.4_Lot 1004 61 Yes 68 No 58 Yes P1.4_Lot 1005 61 Yes 68 No 58 Yes P1.4_Lot 1006 61 Yes 68 No 58 Yes P1.4_Lot 1007 61 Yes 68 No 58 Yes P1.4_Lot 1008 61 Yes 68 No 58 Yes P1.4_Lot 1009 61 Yes 68 No 58 Yes P1.4_Lot 1010 61 Yes 68 No 58 Yes P1.4_Lot 1011 61 Yes 68 No 58 Yes P1.4_Lot 1012 61 Yes 68 No 58 Yes P1.4_Lot 1013 60 Yes 68 No 57 Yes P1.4_Lot 1014 61 Yes 68 No 57 Yes P1.4_Lot 1015 61 Yes 67 No 57 Yes P1.4_Lot 1016 61 Yes 67 No 58 Yes P1.4_Lot 1017 61 Yes 67 No 57 Yes P1.4_Lot 1018 61 Yes 67 No 58 Yes P1.4_Lot 1019 61 Yes 67 No 58 Yes P1.4_Lot 1020 61 Yes 67 No 58 Yes P1.4_Lot 1021 61 Yes 67 No 58 Yes P1.4_Lot 1022 60 Yes 67 No 57 Yes P1.4_Lot 1023 60 Yes 67 No 57 Yes P1.4_Lot 1024 59 Yes 67 No 55 Yes P1.4_Lot 1025 59 Yes 64 No 57 Yes P1.4_Lot 1047 58 Yes 62 Yes 54 Yes P1.4_Lot 1048 56 Yes 61 Yes 53 Yes
Client: Mirvac Page 19 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.4_Lot 1049 56 Yes 60 Yes 52 Yes P1.4_Lot 1050 55 Yes 59 Yes 52 Yes P1.4_Lot 1051 55 Yes 59 Yes 52 Yes P1.4_Lot 1052 55 Yes 59 Yes 52 Yes P1.4_Lot 1055 60 Yes 63 Yes 54 Yes P1.4_Lot 1056 61 Yes 63 Yes 55 Yes P1.4_Lot 1057 61 Yes 63 Yes 55 Yes P1.4_Lot 1058 60 Yes 63 Yes 54 Yes P1.4_Lot 1059 60 Yes 63 Yes 53 Yes P1.4_Lot 1060 60 Yes 63 Yes 53 Yes P1.4_Lot 1061 60 Yes 63 Yes 54 Yes P1.4_Lot 1062 60 Yes 63 Yes 54 Yes P1.4_Lot 1063 60 Yes 63 Yes 54 Yes P1.4_Lot 1064 58 Yes 62 Yes 56 Yes P1.4_Lot 1065 56 Yes 61 Yes 54 Yes P1.4_Lot 1066 56 Yes 60 Yes 53 Yes P1.4_Lot 1067 55 Yes 60 Yes 53 Yes P1.4_Lot 1068 56 Yes 60 Yes 53 Yes P1.4_Lot 1069 56 Yes 60 Yes 54 Yes P1.4_Lot 1070 56 Yes 61 Yes 54 Yes P1.4_Lot 1071 57 Yes 61 Yes 54 Yes P1.4_Lot 1072 57 Yes 61 Yes 55 Yes P1.4_Lot 1073 57 Yes 61 Yes 54 Yes P1.4_Lot 1074 56 Yes 61 Yes 54 Yes P1.4_Lot 1075 56 Yes 60 Yes 54 Yes P1.4_Lot 1076 57 Yes 59 Yes 52 Yes P1.4_Lot 1077 57 Yes 59 Yes 52 Yes P1.4_Lot 1078 57 Yes 59 Yes 53 Yes P1.4_Lot 1079 56 Yes 59 Yes 51 Yes P1.4_Lot 1080 56 Yes 59 Yes 51 Yes P1.4_Lot 1081 56 Yes 59 Yes 51 Yes P1.4_Lot 1082 56 Yes 59 Yes 52 Yes P1.4_Lot 1083 56 Yes 59 Yes 52 Yes P1.4_Lot 1084 56 Yes 59 Yes 52 Yes P1.4_Lot 1085 56 Yes 59 Yes 53 Yes P1.4_Lot 1086 53 Yes 58 Yes 52 Yes P1.4_Lot 1163 54 Yes 59 Yes 54 Yes P1.4_Lot 1164 55 Yes 59 Yes 54 Yes P1.4_Lot 1165 55 Yes 60 Yes 54 Yes P1.4_Lot 1166 57 Yes 60 Yes 54 Yes P1.4_Lot 1167 59 Yes 62 Yes 54 Yes P1.4_Lot 1168 59 Yes 62 Yes 55 Yes P1.5_Lot 1026 58 Yes 65 No 54 Yes P1.5_Lot 1027 57 Yes 65 No 54 Yes P1.5_Lot 1028 59 Yes 66 No 55 Yes P1.5_Lot 1169 58 Yes 62 Yes 56 Yes P1.5_Lot 1170 57 Yes 61 Yes 54 Yes P1.5_Lot 1171 57 Yes 61 Yes 53 Yes P1.5_Lot 1172 57 Yes 60 Yes 53 Yes P1.5_Lot 1173 54 Yes 59 Yes 51 Yes P1.5_Lot 1174 54 Yes 58 Yes 51 Yes P1.5_Lot 1175 53 Yes 58 Yes 50 Yes P1.5_Lot 1176 53 Yes 58 Yes 50 Yes P1.5_Lot 1177 52 Yes 57 Yes 50 Yes P1.5_Lot 1178 52 Yes 57 Yes 50 Yes P1.5_Lot 1179 52 Yes 56 Yes 50 Yes
Client: Mirvac Page 20 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.5_Lot 1180 52 Yes 56 Yes 49 Yes P1.5_Lot 1181 55 Yes 59 Yes 52 Yes P1.5_Lot 1182 56 Yes 59 Yes 53 Yes P1.5_Lot 1183 57 Yes 60 Yes 54 Yes P1.5_Lot 1184 54 Yes 58 Yes 53 Yes P1.5_Lot 1185 54 Yes 58 Yes 52 Yes P1.5_Lot 1186 54 Yes 58 Yes 52 Yes P1.5_Lot 1187 54 Yes 58 Yes 51 Yes P1.5_Lot 1188 54 Yes 57 Yes 51 Yes P1.5_Lot 1189 54 Yes 57 Yes 51 Yes P1.5_Lot 1190 54 Yes 57 Yes 51 Yes P1.5_Lot 1191 53 Yes 57 Yes 51 Yes P1.5_Lot 1192 54 Yes 57 Yes 52 Yes P1.5_Lot 1193 54 Yes 57 Yes 51 Yes P1.5_Lot 1194 53 Yes 56 Yes 51 Yes P1.5_Lot 1202 52 Yes 56 Yes 51 Yes P1.5_Lot 1203 53 Yes 56 Yes 51 Yes P1.5_Lot 1204 53 Yes 56 Yes 51 Yes P1.5_Lot 1205 52 Yes 56 Yes 51 Yes P1.5_Lot 1206 52 Yes 55 Yes 50 Yes P1.5_Lot 1207 52 Yes 55 Yes 50 Yes P1.5_Lot 1220 52 Yes 55 Yes 51 Yes P1.5_Lot 1221 51 Yes 55 Yes 50 Yes P1.5_Lot 1226 51 Yes 53 Yes 50 Yes P1.5_Lot 1227 51 Yes 54 Yes 51 Yes P1.5_Lot 1228 52 Yes 54 Yes 51 Yes P1.5_Lot 1229 52 Yes 55 Yes 51 Yes P1.5_Lot 1241 65 No 66 No 54 Yes P1.5_Lot 1242 65 No 66 No 50 Yes P1.5_Lot 1243 65 No 66 No 49 Yes P1.5_Lot 1244 65 No 66 No 49 Yes P1.5_Lot 1245 65 No 66 No 49 Yes P1.5_Lot 1246 65 No 66 No 49 Yes P1.5_Lot 1247 65 No 66 No 49 Yes P1.5_Lot 1248 64 No 66 No 49 Yes P1.5_Lot 1249 64 No 66 No 49 Yes P1.5_Lot 1250 64 No 66 No 49 Yes P1.5_Lot 1251 64 No 66 No 50 Yes P1.5_Lot 1335 62 Yes 66 No 56 Yes P1.5_Lot 1336 59 Yes 62 Yes 58 Yes P1.5_Lot 1337 58 Yes 61 Yes 57 Yes P1.5_Lot 1338 56 Yes 60 Yes 56 Yes P1.5_Lot 1339 56 Yes 59 Yes 55 Yes P1.5_Lot 1340 55 Yes 58 Yes 54 Yes P1.5_Lot 1341 54 Yes 57 Yes 54 Yes P1.5_Lot 1342 54 Yes 57 Yes 53 Yes P1.5_Lot 1343 54 Yes 56 Yes 53 Yes P1.6_Lot 2004 62 Yes 68 No 58 Yes P1.6_Lot 2005 62 Yes 68 No 59 Yes P1.6_Lot 2006 62 Yes 68 No 59 Yes P1.6_Lot 2007 62 Yes 68 No 59 Yes P1.6_Lot 2008 62 Yes 68 No 58 Yes P1.6_Lot 2009 61 Yes 67 No 58 Yes P1.6_Lot 2010 61 Yes 67 No 57 Yes P1.6_Lot 2011 60 Yes 66 No 56 Yes P1.6_Lot 2012 59 Yes 66 No 56 Yes
Client: Mirvac Page 21 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.6_Lot 2013 59 Yes 66 No 56 Yes P1.6_Lot 2014 59 Yes 68 No 57 Yes P1.6_Lot 2015 54 Yes 60 Yes 53 Yes P1.6_Lot 2016 57 Yes 61 Yes 56 Yes P1.6_Lot 2017 58 Yes 61 Yes 54 Yes P1.6_Lot 2018 58 Yes 62 Yes 54 Yes P1.6_Lot 2019 59 Yes 62 Yes 54 Yes P1.6_Lot 2020 59 Yes 62 Yes 54 Yes P1.6_Lot 2021 59 Yes 62 Yes 54 Yes P1.6_Lot 2022 59 Yes 62 Yes 53 Yes P1.6_Lot 2023 60 Yes 63 Yes 54 Yes P1.6_Lot 2024 60 Yes 63 Yes 54 Yes P1.6_Lot 2025 60 Yes 64 No 55 Yes P1.6_Lot 2030 55 Yes 60 Yes 52 Yes P1.6_Lot 2031 54 Yes 59 Yes 52 Yes P1.6_Lot 2032 54 Yes 59 Yes 52 Yes P1.6_Lot 2033 54 Yes 58 Yes 52 Yes P1.6_Lot 2034 54 Yes 58 Yes 52 Yes P1.6_Lot 2035 53 Yes 58 Yes 51 Yes P1.6_Lot 2036 53 Yes 58 Yes 51 Yes P1.6_Lot 2037 53 Yes 58 Yes 51 Yes P1.6_Lot 2038 53 Yes 57 Yes 51 Yes P1.6_Lot 2039 54 Yes 58 Yes 53 Yes P1.6_Lot 2040 54 Yes 59 Yes 53 Yes P1.6_Lot 2041 58 Yes 64 No 56 Yes P1.6_Lot 2042 56 Yes 61 Yes 55 Yes P1.6_Lot 2043 55 Yes 60 Yes 53 Yes P1.6_Lot 2044 54 Yes 58 Yes 53 Yes P1.6_Lot 2045 53 Yes 57 Yes 52 Yes P1.6_Lot 2046 53 Yes 57 Yes 52 Yes P1.6_Lot 2047 54 Yes 58 Yes 53 Yes P1.6_Lot 2048 54 Yes 59 Yes 54 Yes P1.6_Lot 2049 55 Yes 59 Yes 54 Yes P1.6_Lot 2050 55 Yes 60 Yes 54 Yes P1.6_Lot 2051 56 Yes 61 Yes 55 Yes P1.6_Lot 2052 58 Yes 63 Yes 56 Yes P1.6_Lot 2053 59 Yes 68 No 55 Yes P1.6_Lot 2054 58 Yes 65 No 57 Yes P1.6_Lot 2055 58 Yes 65 No 56 Yes P1.6_Lot 2056 56 Yes 60 Yes 55 Yes P1.6_Lot 2057 55 Yes 59 Yes 54 Yes P1.6_Lot 2058 55 Yes 58 Yes 53 Yes P1.6_Lot 2059 54 Yes 58 Yes 53 Yes P1.6_Lot 2060 54 Yes 57 Yes 52 Yes P1.6_Lot 2061 54 Yes 57 Yes 52 Yes P1.6_Lot 2062 51 Yes 55 Yes 50 Yes P1.6_Lot 2063 52 Yes 55 Yes 50 Yes P1.6_Lot 2064 52 Yes 55 Yes 50 Yes P1.6_Lot 2065 52 Yes 55 Yes 51 Yes P1.6_Lot 2066 52 Yes 55 Yes 50 Yes P1.6_Lot 2067 51 Yes 55 Yes 50 Yes P1.6_Lot 2068 52 Yes 55 Yes 50 Yes P1.6_Lot 2069 52 Yes 54 Yes 50 Yes P1.6_Lot 2070 52 Yes 55 Yes 50 Yes P1.6_Lot 2071 51 Yes 55 Yes 49 Yes P1.6_Lot 2072 53 Yes 55 Yes 52 Yes
Client: Mirvac Page 22 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.6_Lot 2073 53 Yes 55 Yes 52 Yes P1.6_Lot 2074 53 Yes 55 Yes 52 Yes P1.6_Lot 2075 53 Yes 56 Yes 52 Yes P1.6_Lot 2076 53 Yes 56 Yes 53 Yes P1.6_Lot 2077 53 Yes 56 Yes 53 Yes P1.6_Lot 2078 54 Yes 57 Yes 51 Yes P1.6_Lot 2079 54 Yes 57 Yes 52 Yes P1.6_Lot 2080 53 Yes 56 Yes 50 Yes P1.6_Lot 2081 53 Yes 56 Yes 51 Yes P1.6_Lot 2082 52 Yes 56 Yes 50 Yes P1.6_Lot 2083 52 Yes 55 Yes 49 Yes P1.6_Lot 2084 51 Yes 55 Yes 49 Yes P1.6_Lot 2085 51 Yes 55 Yes 49 Yes P1.6_Lot 2086 51 Yes 54 Yes 49 Yes P1.6_Lot 2087 51 Yes 54 Yes 49 Yes P1.6_Lot 2088 52 Yes 55 Yes 51 Yes P1.6_Lot 2089 52 Yes 55 Yes 50 Yes P1.6_Lot 2090 53 Yes 56 Yes 52 Yes P1.6_Lot 2091 54 Yes 56 Yes 53 Yes P1.6_Lot 2092 53 Yes 56 Yes 52 Yes P1.6_Lot 2093 53 Yes 56 Yes 52 Yes P1.6_Lot 2094 54 Yes 56 Yes 52 Yes P1.6_Lot 2095 54 Yes 56 Yes 52 Yes P1.6_Lot 2096 54 Yes 57 Yes 53 Yes P1.6_Lot 2097 54 Yes 57 Yes 53 Yes P1.6_Lot 2098 55 Yes 58 Yes 54 Yes P1.6_Lot 2099 54 Yes 58 Yes 52 Yes P1.6_Lot 2100 54 Yes 57 Yes 51 Yes P1.6_Lot 2101 53 Yes 57 Yes 50 Yes P1.6_Lot 2102 53 Yes 57 Yes 50 Yes P1.6_Lot 2103 53 Yes 56 Yes 50 Yes P1.6_Lot 2104 53 Yes 56 Yes 49 Yes P1.6_Lot 2105 52 Yes 56 Yes 49 Yes P1.6_Lot 2106 52 Yes 56 Yes 49 Yes P1.6_Lot 2107 52 Yes 55 Yes 49 Yes P1.6_Lot 2108 56 Yes 60 Yes 55 Yes P1.6_Lot 2109 56 Yes 59 Yes 55 Yes P1.6_Lot 2110 56 Yes 59 Yes 54 Yes P1.6_Lot 2111 56 Yes 59 Yes 54 Yes P1.6_Lot 2112 55 Yes 59 Yes 54 Yes P1.6_Lot 2113 55 Yes 59 Yes 54 Yes P1.6_Lot 2114 55 Yes 58 Yes 53 Yes P1.6_Lot 2115 54 Yes 58 Yes 53 Yes P1.6_Lot 2116 54 Yes 58 Yes 52 Yes P1.6_Lot 2117 53 Yes 57 Yes 50 Yes P1.6_Lot 2118 54 Yes 58 Yes 51 Yes P1.6_Lot 2132 53 Yes 57 Yes 52 Yes P1.6_Lot 2133 52 Yes 56 Yes 51 Yes P1.6_Lot 2134 53 Yes 56 Yes 49 Yes P1.6_Lot 2135 53 Yes 56 Yes 49 Yes P1.6_Lot 2136 54 Yes 56 Yes 49 Yes P1.6_Lot 2137 54 Yes 57 Yes 49 Yes P1.6_Lot 2138 53 Yes 56 Yes 50 Yes P1.6_Lot 2139 51 Yes 56 Yes 50 Yes P1.6_Lot 2140 51 Yes 55 Yes 50 Yes P1.6_Lot 2141 51 Yes 55 Yes 50 Yes
Client: Mirvac Page 23 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Lot No.
Building Facades Private Open Space Ground Floor Upper Floor L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
facade-adjusted Compliance ≤63dB(A)
L10,18hr L10,18hr dB(A)
free-field Compliance ≤60dB(A)
L10,18hr P1.6_Lot 2142 51 Yes 54 Yes 50 Yes P1.6_Lot 2143 52 Yes 55 Yes 50 Yes P1.6_Lot 2144 53 Yes 55 Yes 51 Yes P1.6_Lot 2145 53 Yes 55 Yes 50 Yes P1.6_Lot 2146 52 Yes 55 Yes 49 Yes P1.6_Lot 2147 52 Yes 55 Yes 48 Yes P1.6_Lot 2148 52 Yes 54 Yes 49 Yes P1.6_Lot 2152 52 Yes 55 Yes 50 Yes P1.6_Lot 2153 53 Yes 55 Yes 51 Yes P1.6_Lot 2154 52 Yes 55 Yes 51 Yes P1.6_Lot 2155 52 Yes 56 Yes 51 Yes P1.6_Lot 2156 52 Yes 56 Yes 51 Yes P1.6_Lot 2157 53 Yes 56 Yes 50 Yes P1.6_Lot 2158 53 Yes 56 Yes 50 Yes P1.6_Lot 2159 53 Yes 55 Yes 50 Yes P1.6_Lot 2160 53 Yes 55 Yes 50 Yes P1.6_Lot 2161 52 Yes 55 Yes 49 Yes P1.6_Lot 2162 52 Yes 55 Yes 49 Yes P1.6_Lot 2163 52 Yes 55 Yes 49 Yes P1.6_Lot 2164 52 Yes 55 Yes 50 Yes P1.6_Lot 2165 52 Yes 55 Yes 49 Yes P1.6_Lot 2166 52 Yes 54 Yes 49 Yes
Noise contour maps showing the traffic noise levels across Area 1 are presented in Appendix G.
Client: Mirvac Page 24 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
6. Discussion and Recommendations
Traffic noise propagation modelling was carried out considering the future traffic flows for a planning horizon of 2051. The results of the noise propagation modelling indicate that, without noise mitigation measures, the proposed development site will be impacted by traffic noise from Teviot Road, Greenbank Road and the major internal collector roads.
A noise control strategy has been adopted in the planning of the Everleigh development. The general objectives of the noise control strategy are as follows:
1. Ensure that at all allotments, there is at least one private open space (outdoor living area) which complies with the traffic noise criterion of 60dB(A) L10,18hr (free-field).
2. Ensure compliance with the façade traffic noise criterion of 63dB(A) L10,18hr at all allotments where it is practical to do so (i.e. where noise barrier or acoustic setback is feasible). Typically, for traffic noise levels of 63dB(A) or lesser, standard construction of the building envelope is acceptable.
3. At allotments where noise barrier or acoustic setback is not feasible and traffic noise criterion of 63dB(A) L10,18hr is exceeded, the building envelope should be constructed in accordance with QDC MP4.4 or AS 3671-1989 to ensure compliance with the internal noise criteria from AS/NZS 2107:2016.
The proposed noise mitigation measures are as follows:
Noise barrier along Teviot Road;
Noise barrier along major internal collector roads (Everleigh Drive), at rear-loaded allotments where the outdoor living areas face the road;
Acoustic setback along Greenbank Road;
For front-loaded allotments on the major internal collector roads, ensure that outdoor living areas are located on the protected façade;
Acoustic setback along internal collector roads (allotments separated from road by linear parks); and
Acoustic design to be carried out at the building approval stage for any dwellings where the traffic noise criterion is exceeded. This may include upper floors of two storey houses and houses on front loaded allotments facing internal collector roads.
Summary of the recommended noise control measures is presented in Figure 6.1.
Client: Mirvac Page 25 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Figure 6.1 Noise control measures – Area 1
Legend
▬ Noise barrier, 1.8m high
██ Acoustic design required to upper floor only
██ Acoustic design required to ground and upper floors
Acoustic setback
Refer to “Noise Impact Assessment for Everleigh RoL 5” for noise control measures within RoL 5 (report ref. ATP170617-R-TNIA-
01_RoL 5, dated 24/03/2020)
Client: Mirvac Page 26 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
6.1 Noise barriers
6.1.1 Noise barrier along Teviot Road
The noise barrier generally follows the western site boundary along Teviot Road. The alignment and height of the noise barrier is described in Table 6.1.
Table 6.1 Noise barrier along Teviot Road Location Description Height of noise barrier
Precinct 1.5 Starts at Lot 1335, 45m north of southern boundary 1.8m
Finishes at Lot 1026, joining noise barrier at Precinct 1.4 1.8m
Precinct 1.4
Starts at Lot 1024 1.8m
Finishes at Lot 1002 1.8m
Return along whole northern boundary of Lot 1002 1.8m
Precinct 1.1
Starts at Lot 2001 1.8m
Return along whole southern boundary of Lot 2001 1.8m
Finishes at Lot 2003, joining noise barrier at Precinct 1.6 1.8m
Precinct 1.6 Starts at Lot 2004 1.8m
Finishes at Lot 2055, joining noise barrier at RoL 5 development precinct north of Area 1 1.8m
Civil engineering drawings of Precincts 1.1, 1.2, 1.3 and 1.4 have been completed by Premise. Earthworks and construction of the noise barrier has already been carried out in several areas.
The noise barrier and retaining walls should be constructed as per the civil engineering drawings by Premise (refer to Appendix H). For areas awaiting detailed engineering design, including Precincts 1.5, 1.6 and the future development area to the north, the recommended levels of the noise barrier are presented in Table 6.2.
Table 6.2 Noise barrier along Teviot Road – Levels Area 1 Precinct 1.6:
Lot No. Pad level Top of
retaining wall, RL
Retaining wall height above pad
level
Noise barrier height
Top of noise
barrier, RL
Height of retaining
wall + noise barrier
2009 68.60 70.60 2.00 1.80 72.40 3.80
2010 69.25 71.35 2.10 1.80 73.15 3.90
2011 69.65 72.00 2.35 1.80 73.80 4.15
2012 69.95 72.20 2.25 1.80 74.00 4.05
2013 70.20 72.30 2.10 1.80 74.10 3.90
2038 70.40 72.30 1.90 1.80 74.10 3.70
2051 70.00 72.00 2.00 1.80 73.80 3.80
2052 69.60 72.00 2.40 1.80 73.80 4.20
2053 69.70 72.00 2.30 1.80 73.80 4.10
Client: Mirvac Page 27 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Precinct 1.5:
Lot No. Lot level Top of
retaining wall, RL
Retaining wall height above lot
level
Noise barrier height
Top of noise
barrier, RL
Height of retaining
wall + noise barrier
Lot 1135 (northern extent) 57.70 57.70 0.00 1.80 59.50 1.80
Lot 1135 (southern extent) 55.50 55.50 0.00 1.80 57.30 1.80
The finished pad levels of the first row of allotments generally sits below the height of Teviot Road. As such, retaining walls will be (or have already been) constructed at the allotments along Teviot Road. The noise barrier must be positioned on top of the retaining wall. Positioning the noise barrier on top of the retaining wall will maximise screening of road traffic noise. Locating the noise barrier on the site boundary, in close proximity to the noise sensitive outdoor living areas, will also maximise the “acoustic shadow”. Recommended location of the noise barrier relative to the allotments on Teviot Road is presented in Figure 6.2.
Figure 6.2 Noise barrier – 3d perspective
The height of the noise barrier in Area 1 should be 1.8m measured from the top of the retaining wall.
6.1.2 Noise barrier along Everleigh Drive
The noise barrier follows the northern boundary of the rear-loaded lots adjacent to Everleigh Drive.
The noise barrier in this section should be constructed as per the civil engineering drawings by Premise (refer to Appendix H).
The alignment and height of the noise barrier is described in Table 6.3.
Teviot Road
Finished pad levels
Proposed retaining walls (heights vary)
1.8m noise barrier
Outdoor living areas at rear of
allotments
Client: Mirvac Page 28 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Table 6.3 Noise barrier along Everleigh Drive Location Description Height of noise barrier
Precinct 1.3
Starts at Lot 1029 1.8m Return along western boundary of Lot 1029 (barrier extends
to 6m from front boundary) 1.8m
Finishes at Lot 1038 1.8m Return along eastern boundary of Lot 1038 (barrier extends
to 6m from front boundary) 1.8m
Starts at Lot 1115 1.8m Return along western boundary of Lot 1115 (barrier extends
to 6m from front boundary) 1.8m
Finishes at Lot 1122 1.8m
Acceptable form of construction for the noise barriers is as follows:
Material with minimum surface density of 15kg/m2, e.g. timber palings with minimum thickness 20mm; fibre-cement sheeting with minimum thickness of 12mm; modular acoustic panels; masonry; and aerated concrete.
The noise barrier should be free of any gaps. If the noise barrier is constructed of timber palings, planks should have minimum 35mm overlap.
The noise barrier should be of durable construction.
A typical timber noise barrier fence construction is illustrated in Figure 6.3.
Figure 6.3 Typical timber noise barrier fence
Posts and Bottom Railing Treated to H4 Hazard
No gaps between the ground and
fence
1.8m 1.5 – 3.0m
Client: Mirvac Page 29 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
6.2 Acoustic setbacks
Interface Lots along Greenbank Road:
Acoustic buffer zone of 40m (for low-set dwellings) and 60m (for high-set dwellings) is the preferred noise control strategy and will eliminate the need for a noise barrier along Greenbank Road. Outside the buffer zone no acoustic design is required.
Buildings located within 40m buffer from the site boundary require acoustic design to the ground and upper floors. Buildings located 40 to 60m from the site boundary require acoustic design to the upper floors only. Beyond 60m no acoustic design will be required.
Private open spaces at the Interface Lots should have minimum setback distance of 40m from the site boundary. If the private open spaces are protected by 1.8m high noise barrier, or located in a protected courtyard recessed into the building, the private open spaces are allowed to be within 40m of the site boundary.
6.3 Front loaded lots facing Everleigh Drive
Front loaded lots facing Everleigh Drive will have traffic noise impacts on the most exposed façade. The noise affected lots are identified in Figure 6.1.
At the building approval stage, future houses at the noise affected lots should be designed and constructed as per AS 3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4 to mitigate intrusion of traffic noise into habitable rooms.
At the front loaded lots facing Everleigh Drive it is recommended to locate the private open spaces at the rear of the houses. Provided that the private open spaces are located along the protected rear façades (facing away from the road), or in a protected courtyard recessed into the side of the buildings, compliance with the traffic noise criterion will be achieved.
Typical layout showing outdoor living area located on the protected façade is presented in Figure 6.4.
Client: Mirvac Page 30 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Figure 6.4 Outdoor living area on protected facade
6.4 Summary of lots requiring acoustic design
The results of the noise propagation modelling indicate that the proposed noise control strategy is effective at minimising the traffic noise impacts on the development.
Private Open Spaces – With the proposed noise barriers and acoustic setbacks, compliance with the traffic noise criterion for private open spaces can be achieved at all allotments.
Building Facades – Some allotments will require acoustic design to the building envelope to mitigate intrusion of traffic noise at the most exposed façade. Any allotments which are predicted to exceed the traffic noise criterion of 63dB(A) L10,18hr will require acoustic design as per AS 3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4. The following is concluded:
Ground floors
The traffic noise levels at the ground floors of the future dwellings will be compliant at all allotments, except the front-loaded lots facing Everleigh Drive and within the 40m buffer along Greenbank Road.
Upper floors
The noise control measures are primarily designed to protect the ground floors of the allotments. The traffic noise levels at the upper floors of future dwellings in close proximity to Teviot Road and Everleigh Drive will exceed the traffic noise criterion.
Noise Source
Protected Backyard/
Patio
Client: Mirvac Page 31 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
The lots which are predicted to exceed the traffic noise criterion of 63dB(A) L10,18hr are listed in Table 6.4.
Table 6.4 Lots requiring acoustic design
Precinct Acoustic requirements
Ground floor Upper floor
Precinct 1.1
Acoustic design required for: Lot 1252 Lot 1253 Lot 1254 Lot 1255 Lot 1256 Lot 1257 Lot 1258 Lot 1259 Lot 1260
Acoustic design required for: Lot 1252 Lot 1253 Lot 1254 Lot 1255 Lot 1256 Lot 1257 Lot 1258 Lot 1259 Lot 1260 Lot 2001 Lot 2002 Lot 2003 Lot 2026
Precinct 1.2 None None
Precinct 1.3
None Acoustic design required for: Lot 1002 Lot 1003 Lot 1029 Lot 1030 Lot 1031 Lot 1032 Lot 1033 Lot 1034 Lot 1035 Lot 1036 Lot 1037 Lot 1038 Lot 1115 Lot 1116 Lot 1122
Precinct 1.4
None Acoustic design required for: Lot 1004 Lot 1005 Lot 1006 Lot 1007 Lot 1008 Lot 1009 Lot 1010 Lot 1011 Lot 1012 Lot 1013
Client: Mirvac Page 32 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Precinct Acoustic requirements
Ground floor Upper floor
Lot 1014 Lot 1015 Lot 1016 Lot 1017 Lot 1018 Lot 1019 Lot 1020 Lot 1021 Lot 1022 Lot 1023 Lot 1024 Lot 1025
Precinct 1.5
Acoustic design required for: Lot 1241 Lot 1242 Lot 1243 Lot 1244 Lot 1245 Lot 1246 Lot 1247 Lot 1248 Lot 1249 Lot 1250 Lot 1251
Acoustic design required for: Lot 1026 Lot 1027 Lot 1028 Lot 1241 Lot 1242 Lot 1243 Lot 1244 Lot 1245 Lot 1246 Lot 1247 Lot 1248 Lot 1249 Lot 1250 Lot 1251 Lot 1335
Precinct 1.6
None Acoustic design required for: Lot 2004 Lot 2005 Lot 2006 Lot 2007 Lot 2008 Lot 2009 Lot 2010 Lot 2011 Lot 2012 Lot 2013 Lot 2014 Lot 2025 Lot 2041 Lot 2053 Lot 2054 Lot 2055
For any dwellings where the traffic noise criterion is exceeded, the most practical approach is acoustic treatment to the building envelope (external walls, windows and roof/ceiling). At the building
Client: Mirvac Page 33 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
approval stage, the houses on the affected allotments should be designed and constructed as per AS 3671-1989 (floor-plan specific acoustic design) or acceptable forms of construction from QDC MP4.4 to mitigate intrusion of traffic noise into habitable rooms.
6.4.1 Noise control measures outside Area 1
Refer to “Noise Impact Assessment for Everleigh RoL 5” for noise control measures within RoL 5 (report ref. ATP170617-R-TNIA-01_RoL 5, dated 24/03/2020).
Refer to “Traffic Noise Impact Assessment – Everleigh, Greenbank: Precinct 2 – RoL Application; Area 1 – Review of Previous Noise Impact Assessment” (report ref. ATP170617-R-TNIA-01_Precinct 2 RoL and Area 1 Review, Issue 1 dated 5 March 2019) for noise control measures required for Precinct 2, the interface lots along Greenbank Road and the allotments located near the “South entry road”.
Provided the recommended planning and design noise control measures are implemented in the construction of Everleigh Area 1, road traffic noise will not impose any further constraints on the establishment of the development.
Client: Mirvac Page 34 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
7. Conclusions
Based on the results of the traffic noise impact assessment for Area 1 of the Everleigh development, the following is concluded:
Noise barriers must be constructed along Teviot Road and Everleigh Drive.
No noise control measures are required along Greenbank Road, provided that dwellings have minimum setback distance of 40m for low-set buildings and 60m for high-set buildings.
The ground and upper floors of front-loaded lots adjacent to Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.
The upper floors of the allotments located in close proximity to Teviot Road and Everleigh Drive have to be designed as per AS3671-1989 to mitigate traffic noise ingress.
Provided the recommended planning and design noise control measures are implemented in the construction of Everleigh Area 1, road traffic noise will not impose any further constraints on the establishment of the development.
Client: Mirvac Page 35 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
8. References
Australian Standard AS1055.1-1997 (Acoustics - Description and Measurement of
Environmental Noise Part 1: General Procedures)
Australian Standard AS1055.2-1997 (Acoustics - Description and Measurement of Environmental Noise Part 2: Application to Specific Situations)
Australian Standard AS/NZS 2107:2016 (Acoustics – Recommended design sound levels and reverberation times for building interiors)
Australian Standard ASIEC61672.1-2004 (Electroacoustics - Sound level meters – Specifications)
Australian Standard AS3671-1989 (Acoustics – Road Traffic Noise Intrusion – Building siting and construction)
Department of State Development Infrastructure and Planning, State Development Assessment Provisions (Version 2.6), February 2020
Department of Transport and Main Roads, 2013, Transport Noise Management: Code of Practice, Volume 1 – Road Traffic Noise
Department of Transport and Main Roads, Development on land affected by environmental emissions, Version 4, October 2017
Logan City Council, 2015, Logan Planning Scheme 2015
Queensland Government, 2010, ‘Queensland Development Code (QDC) MP4.4 (Buildings in a Transport Noise Corridor)’
Client: Mirvac Page 36 Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
9. Appendices
Appendix A – Area 1 lot layout
Appendix B – Site photos
Appendix C – Meteorological data
Appendix D – Noise measurement results
Appendix E – Average weekday traffic volumes, 2051
Appendix F – Validation of traffic noise model
Appendix G – Traffic noise levels
Appendix H – Civil engineering drawings
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix A – Area 1 lot layout
GREENBANK RECONFIGURATION OF A LOT PLAN - ROL 1 - SHEET 1 OF 4
28.0
14.0
16.5
16.0
19.9
12.5
30.0 30.0
18.0
28.0
12.5
14.0
30.0
6.1
14.0
15.4
8.1
30.0
12.1
10.0 16.0
33.3
18.0
14.0
20.0
32.0
16.0
20.0
12.5
21.8
5.3
12.5
10.0 16
.610.0
12.5
12.8
12.5
16.0
30.8
14.1
16.0
14.014.0
16.0
16.0
28.0
17.5
14.5
5.6
5.6
10.0
30.0
7.5
7.5
7.57.5
11.3
7.5
11.3
14.0
12.5
12.5
30.0
12.5
14.0
30.0
16.0
16.0
14.014.0
32.0
26.5
14.0
23.7
18.0
30.0
16.012.5
14.012.5
14.0 10.0
28.0
14.0 10.012.5
10.014.0
16.0
30.0
14.012.5
12.5
12.514.0
17.0
14.033.8
20.0
14.0
32.0
29.2
17.4
16.0
25.5
14.0
12.5
14.0
18.0
16.0
14.0
14.1
30.0
18.1
28.2
14.1
12.514.1
14.0
15.8
16.0
20.0
12.5
14.0
16.0
19.3
12.5
10.012.5
32.0
12.5
30.0
30.0
12.5
30.0
30.8
14.0
16.0
16.0
17.5
32.5
30.7
31.5
30.0
12.5
33.5
16.0
14.0
32.1
18.0
16.0
14.0
32.1
10.9
12.2
23.2
12.5
14.0
12.5
14.0
30.0
14.9
29.0
30.0
12.5
14.0
23.3
12.5
14.0
25.2
12.5
12.5
15.0
14.0
16.4
16.0
32.0
30.0
14.0
16.0
20.0
30.0
18.0
14.0
20.5
12.5
16.5
15.9
18.2
14.8
15.4
14.5
15.4
17.7
15.4
30.0
16.0
18.0
12.3
14.7
13.9
13.9
14.4
19.2
13.9
14.3
17.1
15.0
15.3
14.0
14.0
18.0
14.0
12.5
14.0
14.0
18.0
16.0
12.5
14.0
14.4
16.0
12.5
21.8
12.5
32.0
16.2
13.5
13.2
28.0
30.0
16.0
14.0
18.0
10.0
30.0
10.010.114.7
12.514.0
16.0
23.2
14.012.5
30.0
18.6 10.0
18.014.0
14.014.0
16.4
28.0
14.0
16.0
16.0
14.1
14.0
17.2
30.0
16.4
16.0
14.0
18.8
30.0
33.0
14.0
18.016.0
12.5 14.0
14.0 16.014.012.5 10.014.014.0 14.016.011.7 16.06.418.2
33.9
14.0
14.0
12.5
12.5
14.0
14.0
16.0
12.5
10.0
10.0
16.912.5
10.012.5
12.514.0
14.0
18.0
16.016.0
14.0
30.0
14.0
12.5
20.0
13.0
32.3
16.0
18.0
15.0
15.3
14.0
10.0
12.5
5.6
12.5
11.5
30.0
24.1
30.0
32.0
16.0
14.0
15.0
14.0
18.0
28.0
20.0
18.0
22.0
32.0
10.0
14.016.0
14.016.0
9.7
12.5
30.0
15.2
30.0
12.5
24.8
14.018.0
10.010.0
16.0
30.030.0
16.0
14.0
16.012.5
12.5
12.5
21.1
14.0
23.6
18.5
30.0
14.016.0
16.016.0
20.0
30.0
30.0
14.018.0 16.0 14.0
18.0
18.016.0
19.5
16.014.018.0 16.0
14.0
18.0
30.030.0 14.0
16.3
14.0
14.0
17.5
14.5
12.5
14.0
12.5
14.0
12.5
12.5
14.0
12.5
18.0
14.0
30.0 30.0
30.0
30.0
30.0
18.5
30.0
14.0 12.514.012.514.016.0
30.0
14.0
20.0
30.0
14.016.0 14.0 12.514.0 14.0 12.5
18.0
14.0
16.0
16.0
14.0
12.5
14.0
12.5
12.5
14.0
18.0
16.0
16.8
14.016.0 14.0 12.5 12.5
12.5
18.5
12.514.0 14.016.0
20.0
18.0
14.0
16.0
16.0
32.0
16.0
30.0
30.0
30.0
12.5
12.5
12.5
10.0
12.5
14.0
17.5
13.3
16.0
14.0
32.0
16.0
13.3
17.5
14.0
12.5
10.0
12.5
12.5
12.5
30.030.0
11.2
12.6
12.5
12.5
13.019
.1
30.0
30.0
18.0
16.0
14.014.016.012.512.5
12.5 14.0 12.5 14.0 18.0
375m²
14.0 14.0
14.0 18.0
1187
439m² 392m²
TEVI
OT
RO
AD
GREENBANK ROAD
1,01
2m²
1002
420m
²
1003
420m
²
1004
375m
²
1005
375m
²
1006
420m
²
1007
420m
²
1008
480m
²
1009
375m
²
1010
300m²1011300m²1012
446m
²
1013
570m
²
1014
375m
²
1015
300m²1016
375m
²
1017
375m
²
1018
420m
²
1019
420m
²
1020
480m
²
1021
480m
²
1022
540m
²
1023
968m²
1024
631m²
1025
635m
²
1026
527m
²
1027
496m
²
1028
544m²
1029
532m²
1030
480m²
1031
480m²
1032
420m²
1033
420m²
1034
420m²
1035
1036
304m
²10
37
433m²
1038
575m²
1039
540m²
1040
480m²
1041
420m²
1042
420m²
1043
480m²
1044
540m²
1045
563m²
1046
591m²
1047
540m²
1048
480m²
1049
420m²
1050
420m²
1051
480m²
1052
540m²
1053
576m²
1054
619m²
1055
375m²
1056
554m²
1057582m
²1058
420m²1059
480m²1060
420m²1061
480m²1062
480m²1063
660m²
1064
576m²
1065
631m²
1066
480m²
1067
480m²
1068
420m²
1069
480m²
1070
375m²
1071
504m²
1072
420m²
1073
375m²
1074626m
²
1075
445m²
1076
375m²
1077
420m²
1078
618m²1079
540m²1080
420m²1081
300m²1083
300m²1084
480m²1082
495m²
1085
392m²
1086
392m²1087
383m²
1088
480m²
1091
300m²1089300m²1090
420m²
1092
420m²
1093
480m²
1094
420m²
1095
375m²
1096
451m²
1097
607m²
1098
512m²
1099
613m²
1100
541m²
1101
375m²
1102
420m²
1103
375m²
1104
300m²1105
403m²
1106
501m²
1107
453m²
1108
405m²
1109
565m²
1110
446m² 1111
480m² 1112
540m² 1113
582m² 1114
433m²
1115
495m²
1116
433m²
1117
387m²
1118
430m²
1119
480m²
1120
540m²
1121
787m²
1122
511m²
1123
480m²
1124
420m²
1125
480m²
1126
420m²
1127
493m²
1128
383m²
1129
392m²
1130
392m²
1131
495m²
1132
493m² 1133
420m² 1134
480m² 1135
375m²
1136
375m² 1137
482m²
1138
439m² 1139
392m² 1140
300m
²114
1
495m²
1142
633m²
1143
375m²
1144
420m²
1145
471m²
1146
471m²1147
420m²1148
375m²1149
505m²1150
366m
²11
51
300m
²11
52
300m
²11
53
531m²
1154
383m²
1155
280m²1156
350m²
1157
408m²
1158
300m²
1159
420m²
1160
420m²
1161
375m²
1162
375m²
1163
480m²
1164
540m²
1165
633m²
1166
549m
²1167
420m
²1168
503m²
1169
448m²
1170
448m²
1171
503m²
1172
705m
²
1173
375m²1174
480m²1175
375m²1176
375m²1177
420m²1178
420m²1179300m
²1180
537m
²1181
375m
²1182
420m
²1183
420m
²
1184
375m
²
1185
375m
²
1186
700m
²
1188
1189
392m²
1190
439m²
1191
480m
²1192
526m
²1193435m²
1194
272m²1195
188m²1196
188m²1197
188m²1198
188m²1199
188m²1200
272m²1201
604m
²
1202300m²1203
632m²
1204
576m²
1205
512m²
1206
632m²
1207
683m
²1208 375m²
1209 375m²
1210
300m²
1211
300m²
1212 375m²
1213 441m²
1214419m²
1215
499m²
1216
378m²
1217375m²
1218
674m²
1219
421m²
1220
392m²
1221
444m²1222
300m²
1223509m²
1224
476m²
1225
559m²
1226
375m²
1227420m²
1228629m²
1229
354m²
1231
401m²
1232 506m²
1233 375m²
1234 420m²
1235 420m²
1236 480m²
1237 540m²
1238
565m²
1239 420m²
1240 752m²
1241
657m²1242
600m²
1243
540m²
1244
420m²
1245
375m²
1246
477m²
1247
463m²
1248
595m²
1249
529m²12
50438m²
1251
432m²
1252
440m²
1253
440m²
1254
440m²
1255464m²
1256386m²
1257505m²
1258568m²
1259666m²
1260
536m²
1261
400m²
1262
503m²
1263
763m²
1264
417m²
1265
396m²
1266
396m²
1267
396m²
1268 424m²
1269
426m²
1270 495m²
1271 557m²
1272 433m²
1273 438m²
1274 375m²
1275 420m²
1276
540m²
1277 425m²
1278
448m²
1279503m²
1280
392m²
1281401m²
1282321m² 1283401m²
1284
391m²
1285
524m²
1286
389m²
1287
443m²
1288
507m²
1289
498m²
1290
578m²
1291
574m²
1292517m²
1293731m²
1294
555m²
1295
480m²
1296
420m²
1297
493m²
1298
420m²
1299
375m²
1300
375m²
1301
580m²
1302
522m²
1303
420m²
1304 375m²
1305 375m²
1306 413m²
1307 411m²
1308
495m²
1327 395m²
1328 395m²
1329 386m²
1330
431m²
1331
420m²
1332
480m²
1333
501m²
1334
554m²
1323
480m²
1324
420m²
1325
544m²
1326
438m²
1309
420m²
1310
375m²
1311
375m²
1312
420m²
1313
695m² 1314
480m² 1315
420m² 1316
826m² 1317
750m²
1318
480m²
1319 420m²
1320 375m²
1321
519m²
1322
540m
²
2001
480m
²
2002
480m
²
2003
420m
²
2004
420m
²
2005
420m
²
2006
375m
²
2007
375m
²
2008
375m
²
2009
420m
²
2010
540m
²
2011
480m
²
2012
500m
²
2013
383m²
2016
392m²
2015
392m²
2040
495m²
2039
375m² 2038
375m²
2017
375m²
2018
375m²
2019
300m²2020
375m²
2021
420m²
2022
525m²
2024
398m²
2025
503m²
2026
448m²
2027
448m²
2028
503m²
2029
398m² 2030
525m² 2031
420m² 2033
375m² 2034
300m²2035
375m² 2036
375m² 2037
720m²
2014
480m²
2041
420m²
2042
420m²
2043
375m²
2044
375m²
2045
546m²
2046
546m²
2047
375m²
2048
375m²
2049
420m²
2050
420m²
2051
480m²
2052
720m²
2053
598m
²
2054
480m
²
2055 503m²
2056
448m²
2057
448m²
2058
503m²
2059
592m²
2098
480m²
2097
420m²
2096
420m²
2095
420m²
2094
375m²
2093
420m²
2092
375m²
2091
547m²
2090
547m²
2107
375m²
2106
420m²
2105
375m²
2104
420m²
2103
420m²
2102
420m²
2101
480m²
2100
592m²
2099
486m²
2108
375m²
2109
420m²
2110
375m²
2111
480m²
2112
420m²
2113
540m²
2114
420m²
2115
531m²
2116
531m²
2119
420m²
2120
540m²
2121
420m²
2122
480m²
2123
375m²
2124
420m²
2125
375m²
2126
486m²
2127 471m²
2128
375m²
2129
420m²
2130
516m²
2131
420m²
2118420m
²
2117
375m²
2157
375m²
2158
479m²
2159
479m²
2154
375m² 2155
375m² 2156
420m² 2133
420m²
2132
426m²
2134
420m²
2135
420m²
2136
540m²
2137
538m² 2138
420m²
2139
420m² 2140
426m² 2141
14.016.0
14.0
14.0
12.7
14.0
30.0
30.0
12.4
16.0
7883m²
19.8
17.9
30.0
3485m²
1335
3800m²
1336
3800m²
1337
3800m²
1338
4000m²
1339
4000m²
1340
4500m²
1341
4500m²
1342
5003m²1343
5011m²803
62.8
40.0
40.0
40.040.0
40.0
45.0
45.0
51.5
15.2
101.2
100.
0
95.0
10.6
108.4
5.7
13.6
8.9
8.6
10.3
10.5
16.2
14
6.7
10.4
30.4
30.0
21.5
18.0
15197m²
20.0
32.032
.0
20.0 20.0
640m²
2149
640m²
2150
638m²
2151
12.5
10.0
14.0
14.0
29.7
10.0
300m²
1344
8
6.123.2
3.4
11.513
.9
14.0
14.0
13.0
5.9 5.9
Park Lot 802
Park Lot 801
14
11
1112
.5
13.3
27.3
1418
9.3
30
30 30
14.6
16
1614
1412
.511
14.3
30
30 30
14
30
14
1514
15
14.6
30 30
16
16
16
30 30
1616
1414
30
30
14 12.5 14 11 12.5 11.5
1416
14
16
30
30
3030
3030
14 12.5 14 11 12.5 11.5
472m
²42
0m²
480m
²42
0m²
375m²
2073
345m
²20
7234
5m²
2087
375m²
2086
330m
²20
8533
0m²
2074
420m²
2075
420m²
2084
375m²
2083
375m²
2076
420m²
2077
420m²
2082
471m
²42
0m²42
0m²
471m
²47
1m²
480m
²
480m
²47
2m²
446m
²42
0m²
420m
²45
0m² 707m
²42
0m²
422m
²
330m²
375m
²42
0m²
420m
²
429m
²48
1m²
412m
²
330m²
598m
²
615m
²42
0m²
330m²
412m
²
428m
²48
0m²
2160
2161
2089
2088
2070
2071
2081
2080
2079
2078
2061
2060 2062
20632065
2064 2066
20672069
2068
2166
2165
2164
2163
2162
2153
2152
2144
2143
2142
2148
2147
2146
2145
10.0
10.0300m² 300m²2023 2032
LOT TYPE INDICATIVE LOTFRONTAGE
TOTAL
LOTS
Terrace 7.5m wide
Villa 10m wide
Premium Villa 12.5m wide
Courtyard 14m wide
Premium Courtyard 16m wide
Traditional 18m wide
Premium Traditional 20m wide
Interface Lots (Lots 1335 - 1343)
TOTAL RESIDENTIAL LOTS 508 lots
DENSITY (NET RESIDENTIAL DENSITY) 14.98 dw/ha
LEGEND
Site boundary
ROL 1 boundary
Regional Recreation Park
Neighborhood Park
Major Linear Park
Proposed Lot Boundaries
Proposed IndicativeRoad Carriageways
Sales Office (Interim Use)
Sales Centre (Interim Use)
ROL 1 - YIELD SUMMARY
LOCALITY DIAGRAM
SHEET 1 OF 4
LOT 9001 / SP300873
NOTE:Balance lots, while not appearing on ROL 1:Reconfiguration of a Lot Plans, will be included on therelevant survey plans as development progresses.This ROL plan may be changed via complianceassessment in accordance with the ROL 1: Plan ofDevelopment - Design Criteria document.
(BALANCE)
LOT 3 / SP297192 LOT 1 / SP2971921 / SP297195
(BALANCE)2 / SP297195
3 / SP297195
AREA 1
PROJECT NO: ND1309DATE: 12.03.2020DRAWING NO: ROL01-1REV: 16
Scale: 1:3,000 @ A3
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix B – Site photos
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Photo 1 – Noise monitoring location 1 (Teviot Road), looking south
Photo 2 – Noise monitoring location 1 (Teviot Road), looking west
Noise monitor
Noise monitor
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Photo 3 – Noise monitoring location 1 (Teviot Road), looking north-west
Photo 4 – Noise monitoring location 1 (Teviot Road), looking north-east
Noise monitor
Noise monitor
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Photo 5 – Noise monitoring location 2 (Greenbank Road)
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix C – Meteorological data
Gre
enba
nk (D
efen
ce),
Que
ensl
and
Mar
ch 2
020
Dai
ly W
eath
er O
bser
vatio
ns
IDC
JDW
4156
.202
003
Prep
ared
at 0
0:26
UTC
on
22 M
ar 2
020
Cop
yrig
ht ©
202
0 Bu
reau
of M
eteo
rolo
gyU
sers
of t
his
prod
uct a
re d
eem
ed to
hav
e re
ad th
e in
form
atio
n an
dac
cept
ed th
e co
nditi
ons
desc
ribed
in th
e no
tes
atht
tp://
ww
w.b
om.g
ov.a
u/cl
imat
e/dw
o/ID
CJD
W00
00.p
df
Obs
erva
tions
wer
e dr
awn
from
Gre
enba
nk (D
efen
ce) {
stat
ion
1400
09}
3pm
9am
Max
win
d gu
stSu
nEv
apR
ain
Tem
psD
ayD
ate
MSL
PSp
dD
irnC
ldR
HTe
mp
MSL
PSp
dD
irnC
ldR
HTe
mp
Tim
eSp
dD
irnM
axM
inhP
akm
/h
eigh
ths
%°C
hPa
km/h
ei
ghth
s%
°Clo
cal
km/h
ho
urs
mm
mm
°C°C
4N
NE
4532
.47
SW62
26.6
15:0
819
NE
032
.517
.6Su
16
SSE
3034
.96
W67
27.1
16:5
022
NN
E0
35.8
18.2
Mo
211
ENE
4632
.32
NE
6827
.716
:24
28N
E0
33.5
18.7
Tu3
11E
6128
.5C
alm
99
22.8
12:0
528
SE23
.229
.622
.0W
e4
15N
NE
5129
.84
NE
7226
.812
:20
33N
E1.
231
.020
.0Th
57
NN
E65
30.0
6N
7927
.416
:00
20N
NE
0.6
32.1
23.5
Fr6
9SS
E66
28.1
6S
7627
.917
:34
24SS
E4.
030
.623
.2Sa
711
SE49
27.8
7S
5725
.311
:09
31SS
E0
29.4
19.9
Su8
4SS
E97
20.3
2S
9820
.314
:29
26ES
E5.
221
.519
.9M
o9
9SE
7822
.57
S87
21.1
17:0
726
SE39
.623
.918
.1Tu
107
SE53
25.6
9S
7023
.011
:58
35SE
2.8
27.3
17.3
We
117
SSE
6923
.311
S64
23.4
11:4
830
SSE
0.2
24.7
17.5
Th12
11ES
E53
26.2
9S
6723
.216
:53
33ES
E4.
427
.117
.0Fr
137
ESE
4926
.86
S59
23.7
15:1
722
SE0
28.8
14.7
Sa14
17S
5226
.411
SSW
6523
.312
:57
35SS
W0
27.4
16.6
Su15
9SS
W41
27.0
9SS
W53
22.8
09:4
933
SSE
027
.716
.1M
o16
9SS
E45
26.1
9S
6122
.614
:04
33SE
026
.616
.3Tu
177
E38
28.2
7S
5622
.716
:15
28ES
E0
28.6
13.4
We
182
E39
28.5
6SW
5723
.111
:32
20N
030
.012
.4Th
197
N37
30.1
4W
6723
.517
:14
26N
NE
031
.013
.2Fr
2011
ENE
3832
.29
WN
W65
24.5
15:2
828
E0
33.4
14.7
Sa21
4ES
E66
26.4
017
.8Su
22St
atis
tics
for t
he fi
rst 2
2 da
ys o
f Mar
ch 2
020
852
28.0
668
24.3
29.2
17.6
Mea
n2
E30
20.3
Cal
m
5320
.321
.512
.4Lo
wes
t17
S97
34.9
11#
9927
.935
#39
.635
.823
.5H
ighe
st81
.2To
tal
Loga
n C
ity, Q
ueen
slan
dSe
ptem
ber 2
015
Dai
ly W
eath
er O
bser
vatio
ns
IDC
JDW
4073
.201
509
Prep
ared
at 1
3:05
GM
T on
12
Sep
2016
Cop
yrig
ht ©
201
6 Bu
reau
of M
eteo
rolo
gyU
sers
of t
his
prod
uct a
re d
eem
ed to
hav
e re
ad th
e in
form
atio
n an
dac
cept
ed th
e co
nditi
ons
desc
ribed
in th
e no
tes
atht
tp://
ww
w.b
om.g
ov.a
u/cl
imat
e/dw
o/ID
CJD
W00
00.p
df
Obs
erva
tions
wer
e dr
awn
from
Log
an C
ity W
ater
Tre
atm
ent P
lant
{sta
tion
0408
54}
3pm
9am
Max
win
d gu
stSu
nEv
apR
ain
Tem
psD
ayD
ate
MSL
PSp
dD
irnC
ldR
HTe
mp
MSL
PSp
dD
irnC
ldR
HTe
mp
Tim
eSp
dD
irnM
axM
inhP
akm
/hei
ghth
s%
°ChP
akm
/hei
ghth
s%
°Clo
cal
km/h
hour
sm
mm
m°C
°C6
N0
2524
.16
SW0
6815
.63.
60
25.1
7.5
Tu1
15ES
E1
3523
.22
N2
5416
.44.
00
23.7
6.1
We
226
W1
3126
.06
WSW
789
20.0
4.6
0.8
26.4
13.8
Th3
6ES
E7
4623
.17
WSW
156
18.1
3.2
024
.411
.8Fr
42
W1
7518
.05.
80
23.0
10.7
Sa5
2S
779
17.6
3.8
025
.011
.3Su
619
NN
E5
5524
.4C
alm
692
19.8
2.2
025
.312
.8M
o7
7N
645
26.8
6N
265
21.8
1.6
029
.214
.1Tu
811
ESE
137
21.5
15W
SW1
3918
.03.
20
24.7
9.0
We
915
ESE
352
22.4
2N
NW
162
18.4
4.0
024
.09.
5Th
1017
SSE
656
20.4
15SE
755
19.4
6.2
021
.612
.7Fr
11C
alm
868
18.4
3.2
023
.914
.9Sa
12C
alm
771
18.7
3.8
0.1
23.9
11.7
Su13
11ES
E6
5023
.1C
alm
769
18.9
4.0
024
.411
.2M
o14
7N
NE
159
23.8
2W
271
19.5
4.0
026
.612
.3Tu
157
NE
757
25.0
15SS
W0
7320
.03.
40
29.2
12.9
We
164
NE
893
18.6
7N
NE
893
17.2
2.1
4.6
18.7
15.0
Th17
19S
876
17.4
11SS
W1
6616
.82.
312
.622
.010
.0Fr
1822
S1
5320
.14.
20.
822
.914
.9Sa
199
S3
6219
.35.
40
22.3
10.3
Su20
7EN
E2
5822
.24
SSW
272
19.5
3.1
1.6
23.5
12.6
Mo
217
NW
640
27.0
4S
7718
.84.
00
29.9
12.3
Tu22
22SE
871
17.5
6SE
468
17.9
4.0
022
.212
.6W
e23
19E
246
20.0
6W
SW1
4716
.65.
11.
322
.17.
8Th
2422
SSE
756
20.0
6SW
154
18.2
4.4
023
.08.
1Fr
2511
SW2
6518
.93.
40
23.0
10.6
Sa26
4W
SW2
6618
.94.
00
22.8
10.7
Su27
13N
E4
5523
.74
WN
W4
7417
.92.
84.
210
.1M
o28
025
.8Tu
297
ESE
251
24.9
4SW
060
19.9
11.8
4.2
27.0
10.9
We
30St
atis
tics
for S
epte
mbe
r 201
512
452
22.6
63
6718
.64.
024
.311
.3M
ean
4N
E0
2517
.4C
alm
039
15.6
1.6
18.7
6.1
Low
est
26W
893
27.0
22S
893
21.8
11.8
12.6
29.9
15.0
Hig
hest
117.
230
.2To
tal
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix D – Noise measurement results
Date
Day
18hr
day
6am
-12a
m1h
r max
6am
-12a
mTi
me
for 1
hr m
ax18
hr d
ay6a
m-1
2am
8hr n
ight
10pm
-6am
18hr
day
6am
-12a
m8h
r nig
ht10
pm-6
amAR
L En
viro
nmen
tal N
oise
Log
ger
5/03
/202
0Th
ursd
ay—
——
—54
—39
Logg
er S
eria
l Num
ber
15-2
03-5
376/
03/2
020
Frid
ay64
6717
:00
6154
5236
Mea
sure
men
t Titl
eEv
erle
igh
- RoL
57/
03/2
020
Satu
rday
6465
11:0
061
5351
37M
easu
rem
ent s
tarte
d at
05/0
3/20
20 1
1:09
AM
8/03
/202
0Su
nday
6265
09:0
059
5349
38M
easu
rem
ent s
topp
ed a
t19
/03/
2020
06:
34 A
M9/
03/2
020
Mon
day
6668
16:0
062
5554
39Fr
eque
ncy
Wei
ghtin
gA
10/0
3/20
20Tu
esda
y64
6806
:00
6155
5339
Tim
e Av
erag
ing
Fast
11/0
3/20
20W
edne
sday
6468
06:0
061
5554
40St
atis
tical
Inte
rval
15 m
in12
/03/
2020
Thur
sday
6568
06:0
062
5655
41Pr
e-m
easu
rem
ent R
ef.
94.0
13/0
3/20
20Fr
iday
6568
06:0
062
5555
38Po
st-m
easu
rem
ent R
ef.
94.0
14/0
3/20
20Sa
turd
ay64
6608
:00
6154
5239
Engi
neer
ing
Uni
tsdB
SPL
15/0
3/20
20Su
nday
6467
20:0
061
5451
3816
/03/
2020
Mon
day
6468
06:0
061
5452
3917
/03/
2020
Tues
day
6470
07:0
061
5453
3818
/03/
2020
Wed
nesd
ay63
6706
:00
6056
5239
6467
6154
5239
6468
6155
5339
Aver
age
Aver
age
(wee
kday
s on
ly)
Una
ttend
ed N
oise
Mea
sure
men
tsEv
erle
igh,
Gre
enba
nk -
Loca
tion
1N
oise
Lev
els
- 18h
r Day
(Tra
ffic
Noi
se)
Logg
er L
ocat
ion
- Sou
ther
n-w
este
rn b
ound
ary
of e
xist
ing
Lot 3
on
SP29
7192
, app
rox.
20m
se
tbac
k fr
om T
evio
t Roa
d
L A10
,TL A
eq,T
L A90
,T
Note
―N
ono
ise
data
ava
ilabl
e
██
Rai
nfal
l rec
orde
d on
this
day
Una
ttend
ed N
oise
Mea
sure
men
ts5
to 1
9 M
arch
202
0
253035404550556065707580859095
05/03
Thu
06/03
Fri
07/03
Sat
08/03
Sun
09/03
Mon
10/03
Tue
11/03
Wed
12/03
Thu
13/03
Fri
14/03
Sat
15/03
Sun
16/03
Mon
17/03
Tue
18/03
Wed
19/03
Thu
20/03
Fri
Sound Pressure Level dB(A)
Tim
e
Lmax
L1 L10
Leq
L90
Unattended Noise MeasurementsThursday 5 March 2020
Unattended Noise MeasurementsFriday 6 March 2020
Unattended Noise MeasurementsSaturday 7 March 2020
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
Unattended Noise MeasurementsSunday 8 March 2020
Unattended Noise MeasurementsMonday 9 March 2020
Unattended Noise MeasurementsTuesday 10 March 2020
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
Unattended Noise MeasurementsWednesday 11 March 2020
Unattended Noise MeasurementsThursday 12 March 2020
Unattended Noise MeasurementsFriday 13 March 2020
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
Unattended Noise MeasurementsSaturday 14 March 2020
Unattended Noise MeasurementsSunday 15 March 2020
Unattended Noise MeasurementsMonday 16 March 2020
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
Unattended Noise MeasurementsTuesday 17 March 2020
Unattended Noise MeasurementsWednesday 18 March 2020
Unattended Noise MeasurementsThursday 19 March 2020
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
253035404550556065707580859095
00:00 02:00 04:00 06:00 08:00 10:00 12:00 14:00 16:00 18:00 20:00 22:00 00:00
Soun
d Pr
essu
re L
evel
dB
(A)
Time
LmaxL1L10LeqL90
Dat
eD
ayL1
0 18
hr d
ay(6
am-1
2am
)L9
0 18
hr(6
am-1
2am
)L9
0 8h
r(1
0pm
-6am
)L9
0 11
hr d
ay(7
am-6
pm)
L90
4hr
Even
ing
(6pm
-10p
m)
L90
9hr n
ight
(1
0pm
-7am
)Le
q 11
hr d
ay(7
am-6
pm)
Leq
4hr
even
ing
(6pm
-10p
m)
Leq
9hr n
ight
(10p
m-7
am)
Type
1 E
nviro
nmen
tal N
oise
Log
ger
25/0
9/20
15Fr
iday
5746
3848
4438
5553
47Lo
gger
Ser
ial N
umbe
r87
80d4
26/0
9/20
15Sa
turd
ay57
4531
4743
3257
5247
Mea
sure
men
t Titl
e20
1509
24_0
9532
327
/09/
2015
Sund
ay55
4231
4441
3354
5045
Mea
sure
men
t sta
rted
at24
/09/
2015
- 18
:00:
00#
28/0
9/20
15M
onda
y55
4435
4544
3753
5347
Mea
sure
men
t sto
pped
at
03/1
0/20
15 -
18:3
0:00
29/0
9/20
15Tu
esda
y56
4634
4845
3655
5247
Freq
uenc
y W
eigh
ting
A#
30/0
9/20
15W
edne
sday
5645
3745
4538
5453
47
Tim
e Av
erag
ing
Fast
1/10
/201
5Th
ursd
ay56
4535
4546
3753
5347
Stat
istic
al In
terv
al15
min
utes
2/10
/201
5Fr
iday
5644
3345
4631
5353
43
Auxi
liary
Pow
erD
isab
led
5544
34-
--
--
-Ta
pe R
ecor
der
Dis
able
d-
--
4644
3654
5246
Shor
t Ter
m L
eqD
isab
led
Shor
t Ter
m L
eq L
engt
hN
/ASt
art T
rigge
rN
/ASt
op T
rigge
rN
/AM
aste
r Tim
erN
/ASu
b Ti
mer
N/A
Pre-
mea
sure
men
t Ref
eren
ce94
.0Po
st-m
easu
rem
ent R
efer
ence
93.9
Engi
neer
ing
Uni
tsdB
SPL
Lege
nd#
:
Sev
ere
wea
ther
exp
erie
nced
on
the
day
Not
es 1
: Onl
y da
ys w
ith fi
ne w
eath
er a
nd 2
4 ho
urs
of re
cord
ed
noi
se d
ata
wer
e co
nsid
ered
in th
e av
erag
e
Aver
age
(Onl
y w
eekd
ays)
S
umm
ary
of U
natte
nded
Noi
se M
easu
rem
ents
Aver
age
(All
days
)
ATP1
5081
4 - G
reen
bank
Dev
elop
men
tLo
catio
n 2
(Sou
th)
30 m
etre
s fr
om e
dge
of G
reen
bank
Roa
d
010203040506070
Frid
aySa
turd
aySu
nday
Mon
day
Tues
day
Wed
nesd
ayTh
ursd
ayFr
iday
25/0
9/20
1526
/09/
2015
27/0
9/20
1528
/09/
2015
29/0
9/20
1530
/09/
2015
1/10
/201
52/
10/2
015
Sound Pressure dB(A)
Dat
e
Sum
mar
y C
hart
L10
18hr
day
(6am
-12a
m)
L90
18hr
(6am
-12a
m)
L90
8hr
(10p
m-6
am)
L90
11hr
day
(7am
-6pm
)L9
0 4h
r Eve
ning
(6pm
-10p
m)
L90
9hr n
ight
(10p
m-7
am)
Leq
11hr
day
(7am
-6pm
)Le
q 4h
r eve
ning
(6pm
-10p
m)
Leq
9hr n
ight
(10p
m-7
am)
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix E – Average weekday traffic volumes, 2051
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix F – Validation of traffic noise model
Everleigh, Greenbank - RoL 5 ApplicationTraffic noise validation model, Year 2020
Receiver Location L10(18h)
dB(A)Noise logger_Teviot Road 2020 GF 64
SoundPLAN 8.2
ATP Consulting Engineers 1
Greenbank DevelopmentValidation 2015 - Freefield Noise Levels
Receiver Floor L10(18h)dB(A)
Location 1_20m from Teviot Road GF 65
Location 2_30m from Greenbank Road GF 57
ATP Consulting 1
SoundPLAN 7.2
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix G – Traffic noise levels
ATP1
7061
7
Ever
leig
h, G
reen
bank
- Ar
ea 1
Traf
fic N
oise
Mod
ellin
gYe
ar 2
051
Gro
und
Floo
r(1
.8m
AG
L)
With
Noi
se B
arrie
rs
59
59
59
59
59
59
5959
59
59
59
59
59
59
59
59
59
59 59
59
595959
59
5959
60
60
60
60
60
60
60
60
60
60
6060
60
60
60
60
60
60
60
60
606060
60
60
61
61
61
61
61
61
61
61
61
61
6161
61
61
61
61
61
61
61
61
61
61 6161
61
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
62
6262
62
62
62
62
62
62
62
63
63
63
63
63
63
63
63
63
63
63
63
63
63
63
6363
64
64
64
64
6464
64
64
64
64
64
64
64
64
64
6464
65
65
65
65
6565
65
65
65
65
65
65
65
65
65
6565
66
66
66
66
6666
66
66
66
66
66
66
66
66
66
6666
67
67
67
67
6767
67
6 7
67
67
67
67
67
67
67
67
6767
68
68
68
68
6868
68
6 8
68
68
68
68
68
68
68
68
6868
69
69
69
69
6969
69
69
69
69
69
69
69
69
69
69
69
69
70
70
70
70
7070
70
70
70
70
70
70
70
70
70
70
70
70
71
71
71
71
7171
71
71
71
71
71
71
71
71
71
71
71
71
71
72
72
72
72
7272
72
7272
72
72
72
72
72
72
72
72
72 1237
2001
2002
2003
2026
2027
2028
2029
2127
2126
2125
2124
2123
2122
2121
2120
2119
2128
2129
2130
2131
2151
2150
2149
1240
1239
1238
1234
1236
1235
1233
1280
1279
1278
1277
1273
1276
1275
1274
1332
1272
1271
1270
1331
1334
1333
1281
1282
1283
1285 12
84
1323
1324
1326
1325
1286
1288 12
87
1290
1289
1291
1322
1321
1309
1320
1319
1318
1310
1311
1312
1313
1314
1315
1316
1252
1253
1254
1255
1256
1258
1259
1260
1261
1269
1268
1267
1265
1264
1292
1293
1294
1296
1295
1263
1262
1133
1134
1135
1136
1137
1138
1317
1257 12
66
PAR
K 8
01
PAR
K 8
01
PAR
K 8
02
1344
1298
1297
1132
1131
1155
1201
1158
1224
1223
1222
1225
1219
1208
1218
1216
1217
1212
1215
1214
1213
1211
1197
1210
1209
1200
1199
1198
1196
1195
1157
1156
1148
1151
1149
1150
1154
1152 1
15311
39
1140
1232 12
31
1329 13
30
1307
1328
1327
1308
1303
1306
1305
1304
1302
1299
1300
1301
PAR
K 8
03
1159
1160
1161
1162
1141
1142
1143
1144
1145
1146 11
4710
8810
87
1089
1090
1091
1092
1093
1094
1095
1096
109710
5410
53
1130
112911
28
1127
1126
1125
1124
1123
1100
1099
1098
1114
1113
1112
1111
1101
1102
1103
1104
1105
1106
1110
1109
1108
1107
1039
1040
1041
1042
1043
1044
1045
1046
1122
1121
1120
1119
1118
1117
1116
1115
1038
1037
1036
1035
1034
1033
1032
1031
1030
1029
1003
1002
1014
1011
1166
11681167
1163
1165
1164
1085
1086
1084
1081 10
83
1082
1079 10
80
1078
1062
1077
1076
1066
1065
1064
1067
1063
1068
1061
1069
1071 10
7010
60
1059
1058
1072
1073
1057
1074
1051
1056
1075
1055
1052
1047
1050
1049
1048 10
2510
24
1023
1020 10
22
1021
1016 10
19
1018
1017
1013 10
15
10121007
1010
1009
1008
1006
1005
1004
1241
1343
1335
1342
1341
1340
1339
1338
1337
1336
1229
1226
1227
1228
1221
1220
1207
1206
1205
1204
1202
1203
1191
1190
1189
1188
119211
931194
118411
8511861187
1181
1182
1183
1028
1027
1026
1169
1170
1171
1172
1173
1174
1175
1176
1177
1178
1179
1180
1242
1243
1244
1245
1246
1247
1248
1249
1250
1251
FUTU
RE
SPO
RTS
FIE
LDS
PAR
K 8
04
PAR
K 8
05
1371
137013
691368
1367
1363
1362
1361
1360
1359
1358
1357
1366
1365
1364
1356
1355
135413
53135213
51
1350
134913
4813
4713
46
1345
1373
137413
75137613
77137813
79138013
811382
1372
139413
93139213
91139013
89138813
871386
138513
841383
1479
1478
1477
1476
1475
1474
1473
1472 14
71 1470 14
6914
68 1467
1466
1465 14
64
1494
1522 15
21
1520
1519
1518 15
17 1516 15
1515
02
1501
1500
1499
1498
1497
1496
1495
1424
1423
1422
141214
11141014
09140814
07140614
05
1404
1403
1402
1401
1400
1399
1398
1397
1396
1395
1480
1463
1481
1462
1482
1461
1483
1460 14
59
1458
1484 14
85 1486
1457 14
56 1455
1454
1453
1487
1493
1
1523
Prec
inct
1.4
Prec
inct
1.1
Prec
inct
1.1
Prec
inct
1.2
Prec
inct
1.3
Prec
inct
1.5
Prec
inct
2
Prec
inct
1.6
2083
2138
2139
2140
2141
2137
2136
2135
2134
2160
2161
2132
2133
2156
2155
2154
2118
2117
2157
2158
2159
2116
2115
2114
2113
2112
2111
2110
2109
2108
2107
2106
2105
2104
2103
2102
2101
2100
2099
2090
2091
2092
2093
2094
2095
2096
2097
2098
2071
2070
2089
2086
2085
2084
2082
2081
2080
2072
2073
2074
2075
2076
2077
2079
2078
2039
2040
2015
2016
2038
2017
2037
2018
2036
2019
2035
2020
2021
2034
2033
2022
2030
2031
2024
2025
2064
2061
2059
2058
2057
2056
2055
2054
2047
2048
2049
2050
2051
2052
2053
2046
2045
2044
2043
2042
2041
2014 20
13
2012
2011
2010
2009
2008
2007
2006
2005
2004
2060
2062
2063
2065
2066
2067
2068
2069
2087
2088
2166
2165
2164
2163
2162
2152
2153
2148
2147
2146
2145
2142
2143
2144
2023
2032
3001
3040
3041
3042
3047
3046
3045
3062
3063
3064
3065
3071
3070
3069
3068
3084
3085
3086
3087
3088
3089
3090
3091
3024
3025
3199
3200
3201
3202
3203
3204
3205
3206
3207
3208
3209
3210
3211
3239
3238
3237
3236
3235
3234
3233
3232
3231
3230
3229
3228
3227
3244
3245
3246
3247
3248
3249
3250
3251
3252
3253
3254
3255
3256
3257
3274
3273
3272
3271
3270
3269
3268
3267
3266
3265
3264
3263
3262
3261
3280
3281
3282
3283
3284
3285
3286
3287
3299
3298
3297
3296
3295
3
330
330633
0933
0833
0732
9332
9232
9132
9032
8932
88
3322
3323
3324
3325
3326
3327
3328
3329
3330
3331
3260
3259
3258
3214
3215
3216
3217
3224
3223
3222
3221
3103
3104
3105
3106 31
07 3108 31
093110
3111
3112
3113
3114
3115
3116
3119
3120
3121
3122
3124
3125
312631
2731
3331
3231
3131
3031
2931
3831
3931
4031
4131
42
3128
3123
3134 31
35 3136 31
37
3143 31
44 3145 31
46
3147
3148
3149
3150
3169
3168
3167
3151
3152
3153
3154
3155
3166
3165
3164
3163
3177
3176
3175
3174
3170 31
71 3172 31
7331
85
3184
3183
3190
319131
92319331
9431
89318831
873186
3195
3196
3197
3198
3240
3241
3242
3243
327532
76327732
783279
3294
3213
3212
3226
3225
3220
3219
3218
Teviot Road
Teviot Road
Ever
l eig
h D
rive
RoL
5
Grid
Spa
cing
: 3m
Proj
ect E
ngin
eer:
Sam
Fra
ser
Cre
ated
: 24/
03/2
020
Proc
esse
d w
ith S
ound
PLAN
8.2
SCAL
E @
A4
1:50
000
1530
6090
120
150
180 m
Lege
nd Lim
it lin
e - 6
3dB(
A) c
riter
ia
Roa
d no
ise
emis
sion
line
Roa
d su
rface
Noi
se b
arrie
r
Tr
affic
noi
se le
vel
F
acad
e ad
just
ed
L 1
0(18
hr)d
B(A)
<=
5959
<<=
6060
<<=
6161
<<=
6262
<<=
6363
<<=
6464
<<=
6565
<<=
6666
<<=
6767
<<=
6868
<<=
6969
<<=
7070
<<=
7171
<<=
7272
<
ATP1
7061
7
Ever
leig
h, G
reen
bank
- Ar
ea 1
Traf
fic N
oise
Mod
ellin
gYe
ar 2
051
Firs
t Flo
or(4
.6m
AG
L)
With
Noi
se B
arrie
rs
59
59
59
59
59
59
59
5959
59
59
59
59
60
60
60
60
60
60
60
60
60
60
60
60
60
60
61
61
61
61
61
61
61
61
61
61
61
61
61
61
62
62
62
62
62
62
62
62
62
62
62
62
62
62
63
63
63
63
63
6363
63
63
63
63
63
63
63
63
63
64
64
64
64
64
6464
64
64
64
64
64
64
64
64
64
65
65
65
65
65
65
65
65
65
65
65
65
65
65
6565
66
66
66
66
66
66
66
66
66
66
66
66
66
66
6666
67
67
67
67
67
6767
67
67
67
67
67
67
67
67
67
6767
68
68
68
68
68
6868
68
68
68
68
68
68
68
68
6868
69
69
69
69
69
6969
69
69
69
69
69
69
69
69
6969
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
70
7070
71
71
71
71
7171
71
71
71
71
7171
71
71
71
71
71
72
72
72
72
7272
7272
72
72
1237
2001
2002
2003
2026
2027
2028
2029
2127
2126
2125
2124
2123
2122
2121
2120
2119
2128
2129
2130
2131
2151
2150
2149
1240
1239
1238
1234
1236
1235
1233
1280
1279
1278
1277
1273
1276
1275
1274
1332
1272
1271
1270
1331
1334
1333
1281
1282
1283
1285 12
84
1323
1324
1326
1325
1286
1288 12
87
1290
1289
1291
1322
1321
1309
1320
1319
1318
1310
1311
1312
1313
1314
1315
1316
1252
1253
1254
1255
1256
1258
1259
1260
1261
1269
1268
1267
1265
1264
1292
1293
1294
1296
1295
1263
1262
1133
1134
1135
1136
1137
1138
1317
1257 12
66
PAR
K 8
01
PAR
K 8
01
PAR
K 8
02
1344
1298
1297
1132
1131
1155
1201
1158
1224
1223
1222
1225
1219
1208
1218
1216
1217
1212
1215
1214
1213
1211
1197
1210
1209
1200
1199
1198
1196
1195
1157
1156
1148
1151
1149
1150
1154
1152 1
15311
39
1140
1232 12
31
1329 13
30
1307
1328
1327
1308
1303
1306
1305
1304
1302
1299
1300
1301
PAR
K 8
03
1159
1160
1161
1162
1141
1142
1143
1144
1145
1146 11
4710
8810
87
1089
1090
1091
1092
1093
1094
1095
1096
109710
5410
53
1130
112911
28
1127
1126
1125
1124
1123
1100
1099
1098
1114
1113
1112
1111
1101
1102
1103
1104
1105
1106
1110
1109
1108
1107
1039
1040
1041
1042
1043
1044
1045
1046
1122
1121
1120
1119
1118
1117
1116
1115
1038
1037
1036
1035
1034
1033
1032
1031
1030
1029
1003
1002
1014
1011
1166
11681167
1163
1165
1164
1085
1086
1084
1081 10
83
1082
1079 10
80
1078
1062
1077
1076
1066
1065
1064
1067
1063
1068
1061
1069
1071 10
7010
60
1059
1058
1072
1073
1057
1074
1051
1056
1075
1055
1052
1047
1050
1049
1048 10
2510
24
1023
1020 10
22
1021
1016 10
19
1018
1017
1013 10
15
10121007
1010
1009
1008
1006
1005
1004
1241
1343
1335
1342
1341
1340
1339
1338
1337
1336
1229
1226
1227
1228
1221
1220
1207
1206
1205
1204
1202
1203
1191
1190
1189
1188
119211
931194
118411
8511861187
1181
1182
1183
1028
1027
1026
1169
1170
1171
1172
1173
1174
1175
1176
1177
1178
1179
1180
1242
1243
1244
1245
1246
1247
1248
1249
1250
1251
FUTU
RE
SPO
RTS
FIE
LDS
PAR
K 8
04
PAR
K 8
05
1371
137013
691368
1367
1363
1362
1361
1360
1359
1358
1357
1366
1365
1364
1356
1355
135413
53135213
51
1350
134913
4813
4713
46
1345
1373
137413
75137613
77137813
79138013
811382
1372
139413
93139213
91139013
89138813
871386
138513
841383
1479
1478
1477
1476
1475
1474
1473
1472 14
71 1470 14
6914
68 1467
1466
1465 14
64
1494
1522 15
21
1520
1519
1518 15
17 1516 15
1515
02
1501
1500
1499
1498
1497
1496
1495
1424
1423
1422
141214
11141014
09140814
07140614
05
1404
1403
1402
1401
1400
1399
1398
1397
1396
1395
1480
1463
1481
1462
1482
1461
1483
1460 14
59
1458
1484 14
85 1486
1457 14
56 1455
1454
1453
1487
1493
1
1523
Prec
inct
1.4
Prec
inct
1.1
Prec
inct
1.1
Prec
inct
1.2
Prec
inct
1.3
Prec
inct
1.5
Prec
inct
2
Prec
inct
1.6
2083
2138
2139
2140
2141
2137
2136
2135
2134
2160
2161
2132
2133
2156
2155
2154
2118
2117
2157
2158
2159
2116
2115
2114
2113
2112
2111
2110
2109
2108
2107
2106
2105
2104
2103
2102
2101
2100
2099
2090
2091
2092
2093
2094
2095
2096
2097
2098
2071
2070
2089
2086
2085
2084
2082
2081
2080
2072
2073
2074
2075
2076
2077
2079
2078
2039
2040
2015
2016
2038
2017
2037
2018
2036
2019
2035
2020
2021
2034
2033
2022
2030
2031
2024
2025
2064
2061
2059
2058
2057
2056
2055
2054
2047
2048
2049
2050
2051
2052
2053
2046
2045
2044
2043
2042
2041
2014 20
13
2012
2011
2010
2009
2008
2007
2006
2005
2004
2060
2062
2063
2065
2066
2067
2068
2069
2087
2088
2166
2165
2164
2163
2162
2152
2153
2148
2147
2146
2145
2142
2143
2144
2023
2032
3001
3040
3041
3042
3047
3046
3045
3062
3063
3064
3065
3071
3070
3069
3068
3084
3085
3086
3087
3088
3089
3090
3091
3024
3025
3199
3200
3201
3202
3203
3204
3205
3206
3207
3208
3209
3210
3211
3239
3238
3237
3236
3235
3234
3233
3232
3231
3230
3229
3228
3227
3244
3245
3246
3247
3248
3249
3250
3251
3252
3253
3254
3255
3256
3257
3274
3273
3272
3271
3270
3269
3268
3267
3266
3265
3264
3263
3262
3261
3280
3281
3282
3283
3284
3285
3286
3287
3299
3298
3297
3296
3295
3
330
330633
0933
0833
0732
9332
9232
9132
9032
8932
88
3322
3323
3324
3325
3326
3327
3328
3329
3330
3331
3260
3259
3258
3214
3215
3216
3217
3224
3223
3222
3221
3103
3104
3105
3106 31
07 3108 31
093110
3111
3112
3113
3114
3115
3116
3119
3120
3121
3122
3124
3125
312631
2731
3331
3231
3131
3031
2931
3831
3931
4031
4131
42
3128
3123
3134 31
35 3136 31
37
3143 31
44 3145 31
46
3147
3148
3149
3150
3169
3168
3167
3151
3152
3153
3154
3155
3166
3165
3164
3163
3177
3176
3175
3174
3170 31
71 3172 31
7331
85
3184
3183
3190
319131
92319331
9431
89318831
873186
3195
3196
3197
3198
3240
3241
3242
3243
327532
76327732
783279
3294
3213
3212
3226
3225
3220
3219
3218
Teviot Road
Teviot Road
Ever
l eig
h D
rive
RoL
5
Grid
Spa
cing
: 10m
Proj
ect E
ngin
eer:
Sam
Fra
ser
Cre
ated
: 24/
03/2
020
Proc
esse
d w
ith S
ound
PLAN
8.2
SCAL
E @
A4
1:50
000
1530
6090
120
150
180 m
Lege
nd Lim
it lin
e - 6
3dB(
A) c
riter
ia
Roa
d no
ise
emis
sion
line
Roa
d su
rface
Noi
se b
arrie
r
Tr
affic
noi
se le
vel
F
acad
e ad
just
ed
L 1
0(18
hr)d
B(A)
<=
5959
<<=
6060
<<=
6161
<<=
6262
<<=
6363
<<=
6464
<<=
6565
<<=
6666
<<=
6767
<<=
6868
<<=
6969
<<=
7070
<<=
7171
<<=
7272
<
Client: Mirvac Doc No.: ATP170617-R-TNIA-01_Area 1 Doc Title: Traffic Noise Impact Assessment
Appendix H – Civil engineering drawings
1119
TEVIOT ROAD TEVIOT ROAD
EVER
LEIG
H D
RIVE
SELS BOULEVARDKESSELS BOULEVARD
BOTANICA ROAD
MOSS STREET
OLIVE AVENUE
OLI
VE A
VEN
UE
1006
1005
1004
1124
1123
1106
1110
1109
1108
1107
1039
1040
1041
1042
1043
1044
1045
1046
1122
1121
1120
1117
1118
1116
1115
1038
1037
1036
1035
1034
1031
1033
1032
1030
1029
1003
1002
1001
2140
2141
2139
2138
2137
2132
2133
2134
2135
2136
2118
2117
2116
2115
2114
2113
2112
2111
2110
2101
2102
2103
2104
2105
2106
2107
2108
2109
2022
2033
2032
2023
2030
2031
2024
2025
2008
2007
2006
2005
2004
2001
2002
2003
2026
2027
2028
2029
2127
2126
2125
2124
2123
2122
2121
2120
2119
2128
2129
2130
2131
1137
1138
PARK
801
PARK
801
H2.4
H2.
1
H3.
7
PED
ESTR
IAN
LIN
KAC
CESS
PED
ESTR
IAN
LIN
KAC
CESS
67.0
0
65.1
0
64.2
0
63.4
5
62.6
3
61.3
0
60.8
5
60.2
0
59.7
5
59.6
5 5
8.91
58.2
5 5
7.67
57.0
5 5
6.46
61.9
0
55.00
55.55
68.0
5
H3.
6
H3.
6
H2.
8
H2.
7
H2.
7
H3.
4
H3.
5
H3.
6H4.
2
H2.3
H2.2
H2.4
66.0
0
H2.1
H2.4
H2.1
H2.4
H1.9
H2.5
H1.8
H2.6
H1.9
H2.6
H2.1
H2.7
H2.2
H2.7
H2.0
H2.6
H2.3
H2.4
H2.5
H1.8
H1.9
H2.6H2.1
H2.6H2.3
H2.9H2.5
H3.0H2.5
H3.1H2.6
H3.5
H3.6
H3.
0
H3.
6
H3.
5
H3.
5
H3.
4
H3.
3
H3.
3
H3.
2
H3.
2
H3.
0
H3.
2
H3.
1
H2.
8
H2.
5
55.9
0
6.00
6.00
6.00
6.00
FUTU
RE D
EVEL
OPM
ENT
1.00
4.00
68.6
0
2.00
3.00
2.00
2.00
2.00
1.50
3.00
54.90
1007
1009
1008
H3.
5
H2.
9
H3.
6
H2.
9
H3.
6
H2.
9
H3.
6
H2.
8
TEVIOT ROAD
2011
2010
2009
2008
H3.
4
H2.
5
H3.
6
H2.
7
H3.
0
H3.
7
H3.
3
TEVIOT ROAD
RPEQ
729
5
RPEQ
DES
CRIP
TIO
NRE
VD
ATE
REVI
SIO
NS
SCAL
E
PRO
JECT
DIR
ECTO
R
PRO
JECT
MAN
AGER
CHEC
KED
DES
IGN
ED
REV
SHEE
T N
UM
BER
JOB
COD
E
SHEE
T TI
TLE
LOCA
TIO
N
PRO
JECT
DAT
ERP
EQCL
IEN
T
LEVE
L 1,
100
BRU
NSW
ICK
STRE
ET
PH: (
07) 3
253
2222
BRIS
BANE
OFF
ICE
PO B
OX
361
FORT
ITU
DE
VALL
EY, Q
LD 4
006
WEB
: ww
w.p
rem
ise.
com
.au
DAT
E
N
REFE
R IN
SET
B
REFE
R IN
SET
A
1.8m
HIG
H M
OD
ULA
R W
ALLS
, ACO
UST
IC F
ENCE
OR
APPR
OVE
D E
QU
IVAL
ENT.
TOTA
L H
EIGH
T FR
OM
TO
P O
F FE
NCE
TO
LO
WES
TPO
INT
ON
EIT
HER
SID
E O
F AC
OU
STIC
FEN
CE
LEGE
ND
CURR
ENT
PRO
POSE
D E
ARTH
WO
RKS
PAD
LEV
EL(F
INAL
LEV
EL S
UBJ
ECT
TO D
ETAI
LED
DES
IGN
)
PRO
POSE
D F
INIS
HED
SU
RFAC
E LE
VEL/
FIN
ISH
ED V
ERGE
LEV
EL A
LON
G TE
VIO
T RO
AD
58.2
5
H3.
65
INSE
T A
INSE
T B
NO
TE:
THES
E AC
OU
STIC
FEN
CE P
LAN
S SH
OU
LD B
ERE
AD IN
CO
NJU
NCT
ION
WIT
H T
HE
C200
SERI
ES E
ARTH
WO
RKS
DRA
WIN
GS.
MIR
VAC
MIR
001-
01
C332
B13
/04/
1806
/10/
17B A
AMEN
DED
ACO
UST
IC F
ENCE
TO
SU
IT R
ETAI
NIN
G W
ALL
LOCA
TIO
N C
HAN
GES
ORI
GIN
AL IS
SUE
KH KH
MM
JS JS
13/0
4/18
13/0
4/18
EVER
LEIG
H PR
ECIN
CT 1
.1 S
UBDI
VISI
ON D
EVEL
OPM
ENT
TEVI
OT R
OAD,
GRE
ENBA
NKAC
OUST
IC F
ENCE
LAY
OUT
PLAN
CO
NST
RU
CTI
ON
ISSU
E02
/05/
18C
ON
STR
UC
TIO
N IS
SUE
22/0
5/18
CO
NST
RU
CTI
ON
ISSU
E27
/06/
18
LIN
EAR
PARK
RP BDY
MIN
.1.
8m H
IGH
MO
DU
LAR
WAL
LS A
COU
STIC
FEN
CE (O
R AP
PRO
VED
EQ
UIV
ALEN
T) T
O B
ECO
NST
RUCT
ED W
ITH
IN P
RIVA
TE L
OTS
.
MO
DU
LAR
WAL
LS, T
ERRA
FIRM
RETA
ININ
G W
ALL
OR
APPR
OVE
D E
QU
IVAL
ENT.
PILE
CO
NCR
ETE
FOO
TIN
G
STEE
L U
B/U
C'I'
BEA
M P
OST
EXIS
TIN
G SU
RFAC
E
1.80m MIN.
PILE
CO
NCR
ETE
FOO
TIN
G
MIN
.1.
8m H
IGH
MO
DU
LAR
WAL
LS A
COU
STIC
FEN
CE (O
R AP
PRO
VED
EQ
UIV
ALEN
T) T
O B
ECO
NST
RUCT
ED W
ITH
IN P
RIVA
TE L
OTS
.
MO
DU
LAR
WAL
LS, T
ERRA
FIRM
RETA
ININ
G W
ALL
OR
APPR
OVE
DEQ
UIV
ALEN
T.
RP BDY
0.5m
TO
FAC
EO
F 'I'
BEA
M P
OST ST
EEL
UB/
UC
'I' B
EAM
PO
ST
2.00
LAN
DSC
APE
BUFF
ER
14
1.50
1.00
RP BDY
1.00
FUTU
RE 1
.5m
WID
EFO
OTP
ATH
1.8m MIN.
RP BDY
MIN
. 1.8
m H
IGH
MO
DU
LAR
WAL
LS A
COU
STIC
FEN
CE (O
R AP
PRO
VED
EQ
UIV
ALEN
T) T
O B
ECO
NST
RUCT
ED W
ITH
IN P
RIVA
TE L
OTS
.
MO
DU
LAR
WAL
LS, T
ERRA
FIRM
RETA
ININ
G W
ALL
OR
APPR
OVE
DEQ
UIV
ALEN
T.
PILE
CO
NCR
ETE
FOO
TIN
G
0.5m
TO
FAC
EO
F 'I'
BEA
M P
OST
TEVI
OT
ROAD
STEE
L U
B/U
C'I'
BEA
M P
OST
2.00
LAN
DSC
APE
BUFF
ER
EXIS
TIN
G SU
RFAC
E
1.80m MIN.
FUTU
RE 3
.0m
SH
ARED
PAT
H
1.00
1.00
1.00
13
13
FIN
ISH
ED S
URF
ACE
(P1.
1)
RP BDY
MIN
.1.
8m H
IGH
MO
DU
LAR
WAL
LS A
COU
STIC
FEN
CE (O
R AP
PRO
VED
EQ
UIV
ALEN
T) T
O B
ECO
NST
RUCT
ED W
ITH
IN P
RIVA
TE L
OTS
.
PILE
CO
NCR
ETE
FOO
TIN
GM
OD
ULA
R W
ALLS
, TER
RAFI
RMRE
TAIN
ING
WAL
L O
R AP
PRO
VED
EQU
IVAL
ENT.
ROAD
1ST
EEL
UB/
UC
'I' B
EAM
PO
ST
2.00
LAN
DSC
APE
BUFF
ER
-4%
PROPOSEDWATER
PROPOSEDSEWER
4.00
CLE
AR V
ERGE
/SE
RVIC
ES C
ORR
IDO
R
EXIS
TIN
G SU
RFAC
E
6.00
VER
GE1.80m MIN.
RP BDY
RP BDY
MIN
.1.
8m H
IGH
MO
DU
LAR
WAL
LS A
COU
STIC
FEN
CE (O
R AP
PRO
VED
EQ
UIV
ALEN
T) T
O B
ECO
NST
RUCT
ED W
ITH
IN P
RIVA
TE L
OTS
.
MO
DU
LAR
WAL
LS, T
ERRA
FIRM
RETA
ININ
G W
ALL
OR
APPR
OVE
DEQ
UIV
ALEN
T.
PILE
CO
NCR
ETE
FOO
TIN
G
ROAD
1
STEE
L U
B/U
C'I'
BEA
M P
OST
2.00
LAN
DSC
APE
BUFF
ER
13 (M
AX.)
PROPOSEDWATER
PROPOSEDSEWER
4.00
CLE
AR V
ERGE
/SE
RVIC
ES C
ORR
IDO
R
EXIS
TIN
G SU
RFAC
E
6.00
VER
GE
1.80m MIN.
RPEQ
729
5
RPEQ
DES
CRIP
TIO
NRE
VD
ATE
REVI
SIO
NS
SCAL
E
PRO
JECT
DIR
ECTO
R
PRO
JECT
MAN
AGER
CHEC
KED
DES
IGN
ED
REV
SHEE
T N
UM
BER
JOB
COD
E
SHEE
T TI
TLE
LOCA
TIO
N
PRO
JECT
DAT
ERP
EQCL
IEN
T
LEVE
L 1,
100
BRU
NSW
ICK
STRE
ET
PH: (
07) 3
253
2222
BRIS
BANE
OFF
ICE
PO B
OX
361
FORT
ITU
DE
VALL
EY, Q
LD 4
006
WEB
: ww
w.p
rem
ise.
com
.au
DAT
E
THES
E D
RAW
INGS
HAV
E BE
EN P
REPA
RED
INAC
CORD
ANCE
WIT
H T
HE
ATP
CON
SULT
ING
ENGI
NEE
RS N
OIS
E IM
PACT
ASS
ESSM
ENT,
DO
CUM
ENT
NO
. ATP
150
814-
R-N
IA-0
3, D
ATED
24 M
AY 2
017,
AN
D S
UBS
EQU
ENT
AMEN
DM
ENTS
DET
AILE
D IN
TH
E AT
PCO
NSU
LTIN
G EN
GIN
EERS
TEC
HN
ICAL
MEM
ORA
ND
UM
, DO
CUM
ENT
NO
.AT
P170
617-
TM-0
1, D
ATED
18
AUGU
ST 2
017.
THE
PRO
POSE
D A
COU
STIC
FEN
CE S
HAL
L BE
CON
STRU
CTED
AS
FOLL
OW
S:TH
E AC
OU
STIC
FEN
CE S
HO
ULD
BE
CON
STRU
CTED
TO
CO
MPL
Y W
ITH
TM
R's
ROAD
TRA
FFIC
NO
ISE
MAN
AGEM
ENT:
COD
E O
F PR
ACTI
CE.
MAT
ERIA
L W
ITH
MIN
IMU
M S
URF
ACE
DEN
SITY
OF
15kg
/m2,
E.G
. TIM
BER
PALI
NGS
WIT
H M
INIM
UM
TH
ICKN
ESS
20m
m; F
IBRE
-CEM
ENT
SHEE
TIN
G W
ITH
MIN
IMU
M T
HIC
KNES
S O
F 12
mm
;M
ASO
NRY
; AN
D A
ERAT
ED C
ON
CRET
E.TH
E N
OIS
E BA
RRIE
R SH
OU
LD B
E FR
EE O
FAN
Y GA
PS. I
F TH
E N
OIS
E BA
RRIE
R IS
CON
STRU
CTED
OF
TIM
BER
PALI
NGS
,PL
ANKS
SH
OU
LD H
AVE
MIN
IMU
M 3
5mm
OVE
RLAP
.N
O G
APS
SHAL
L BE
LEF
T BE
TWEE
N T
HE
FEN
CE A
ND
TH
E GR
OU
ND
.TH
E N
OIS
E BA
RRIE
R SH
OU
LD B
E O
FD
URA
BLE
CON
STRU
CTIO
N.
NO
TE:
THES
E AC
OU
STIC
FEN
CE P
LAN
S SH
OU
LD B
ERE
AD IN
CO
NJU
NCT
ION
WIT
H T
HE
C200
SERI
ES E
ARTH
WO
RKS
DRA
WIN
GS.
MIR
VAC
MIR
001-
01
C333
A06
/10/
17A
ORI
GIN
AL IS
SUE
KH
MM
JS JS
06/1
0/17
06/1
0/17
EVER
LEIG
H PR
ECIN
CT 1
.1 S
UBDI
VISI
ON D
EVEL
OPM
ENT
TEVI
OT R
OAD,
GRE
ENBA
NKAC
OUST
IC F
ENCE
TYP
ICAL
SEC
TION
S
CO
NST
RU
CTI
ON
ISSU
E02
/05/
18C
ON
STR
UC
TIO
N IS
SUE
22/0
5/18
CO
NST
RU
CTI
ON
ISSU
E22
/06/
18C
ON
STR
UC
TIO
N IS
SUE
27/0
6/18
70.1
8
69.5
7
6883
TOW
68.6
6
TOW
68.3
0
TOW
68.15TO
W68
.15
TOW
68.3
0
TOW
68.6
8
TOW
68.4
1
70.
10
TOW
69.6
3
TOW
68.2
0
66.0
065
.35
64.5
563
.60
63.6
566
.65
66.7
563
.80
61.7
060
.95
60.1
059
.35
58.4
557
.70
56.9
556
.50
56.0
0
63.1
562
.45
61.6
560
.95
60.0
059
.25
58.2
057
.40
56.3
5
55.0
554
.70
55.8
0
56.7
0
57.2
557
.75
58.1
558
.80
59.5
560
.15
61.0
061
.70
62.2
062
.70
63.4
564
.00
64.7
065
.50
66.3
067
.17
68.1
0
67.7
5
1119
320
180
140
40
60
120
20
280
220
260
240
60
120
140
20 0
341.
098
100
36.7
5038
.750
EVER
LEIG
H D
RIVE
BOTANICA ROAD
MOSS STREET
OLIVE AVENUE
OLI
VE A
VEN
UE
1121
1120
1117
1118
1116
1115
1038
1037
1036
1035
1034
1031
1033
1032
1030
1029
1003
1002
1001
2132
2133
2134
2135
2136
2118
2117
2116
2115
2114
2113
2112
2111
2110
2101
2102
2103
2104
2105
2106
2107
2108
2109
2034
2021
2022
2033
2032
2023
2030
2031
2024
2025
2009
2008
2007
2006
2005
2004
2001
2002
2003
2026
2027
2028
2029
2127
2126
2125
2124
2123
2122
2121
2120
2119
2128
2129
260
0300
280
240
220
200
160
100
80
320
300
340
200
180
160
80
PARK
801
PARK
801
PLAN
SEA
LIN
G EX
CLU
SIO
N
H1.5 H1.7 H1.9
H0.
5H
1.4
H1.
0H
1.0
H0.7
H0.8
H1.0
H1.0
H1.
5H
1.5
H1.
6H
1.6
H1.
6H
1.6
H1.
3H
0.9
H0.
4
H0.8
H1.3
H0.9
H0.8
H0.9
H0.8
H0.8
H0.5
H0.5
H0.9
H0.
6H
1.1
PLAN
SEA
LIN
G EX
CLU
SIO
N
TOW 68.00
H2.
015
.00m
2.00m
4.00
m
4.50m
2.00m
1.50
m
3.00
m
2.00
m
RPEQ
729
5
RPEQ
DES
CRIP
TIO
NRE
VD
ATE
REVI
SIO
NS
SCAL
E
PRO
JECT
DIR
ECTO
R
PRO
JECT
MAN
AGER
CHEC
KED
DES
IGN
ED
REV
SHEE
T N
UM
BER
JOB
COD
E
SHEE
T TI
TLE
LOCA
TIO
N
PRO
JECT
DAT
ERP
EQCL
IEN
T
LEVE
L 1,
100
BRU
NSW
ICK
STRE
ET
PH: (
07) 3
253
2222
BRIS
BANE
OFF
ICE
PO B
OX
361
FORT
ITU
DE
VALL
EY, Q
LD 4
006
WEB
: ww
w.p
rem
ise.
com
.au
DAT
E
EXTE
NT
OF
CUT
EXTE
NT
OF
FILL
LEGE
ND
WW
EXIS
TIN
G W
ATER
12.0
FIN
ISH
ED M
AJO
R CO
NTO
URS
(0.5
0m)
FIN
ISH
ED M
INO
R CO
NTO
URS
(0.2
5m)
EXIS
TIN
G CO
NTO
URS
(0.5
0m)
12.0
SS
EXIS
TIN
G SE
WER
DD
EXIS
TIN
G ST
ORM
WAT
ER
EE
EXIS
TIN
G EL
ECTR
ICIT
Y
TT
EXIS
TIN
G TE
LECO
MM
UN
ICAT
ION
S
GG
EXIS
TIN
G GA
S
FIN
ISH
ED S
URF
ACE
PAD
LEV
EL
NO
TES
1.RE
FER
BULK
EAR
THW
ORK
S N
OTE
S AN
D D
ETAI
LSD
RAW
INGS
.2.
PRO
POSE
D S
ERVI
CES
WIT
HIN
TH
E VI
CIN
ITY
OF
RETA
ININ
G W
ALLS
.RE
FER
SERV
ICE
DRA
WIN
GS F
OR
SERV
ICE
LOCA
TIO
NS.
3.EX
ISTI
NG
DW
ELLI
NGS
, FEN
CES
ETC.
TO
BE
DEM
OLI
SHED
& R
EMO
VED
OFF
SIT
E BY
OTH
ERS.
4.FI
NAL
RET
AIN
ING
WAL
L TY
PES
TO B
E CO
NFI
RMED
BY D
EVEL
OPE
R PR
IOR
TO C
ON
STRU
CTIO
N.
EART
HW
ORK
S VO
LUM
ESST
AGE
P01.
1CU
T =
-169
643m
³FI
LL =
34
4129
m³
BALA
NCE
= 1
7448
5m³
("-" E
XPO
RT, "
+" IM
PORT
)N
OTE
S1.
EXCL
UD
ES B
ULK
ING
AND
CO
MPA
CTIO
N F
ACTO
RS.
2.M
INIM
UM
RO
AD B
OX
INCL
UD
ED IN
VO
LUM
ES.
NREFER TO C900 SERIES DWGS FOR INTERSECTION PLANS
JOINS DRAWING C204
FOR
TYPI
CAL
SECT
ION
S AN
D N
OTE
S RE
FER
TOD
RAW
ING
No.
C20
8 -
EART
HW
ORK
S N
OTE
S AN
DD
ETAI
LS.
PREC
INCT
1.1
PREC
INCT
1.3
FUTU
RE P
RECI
NCT
9
H1.
0
ZERO
LO
T LI
NE
JOIN
S D
RAW
ING
C203
55.5
0
MIR
VAC
MIR
001-
01
C202
F
22/0
6/18
13/0
4/18
21/0
3/18
12/0
1/18
10/1
1/17
21/0
3/18
F E D C B A
CHAN
GES
RETA
ININ
G W
ALL
TYPE
S, L
AND
SCAP
E FE
ATU
RES
UPD
ATED
, LO
TS 2
007
& 2
008
EART
HW
ORK
S SH
OW
N.
AMEN
DED
RET
AIN
ING
WAL
L LO
CATI
ON
S, A
ND
LIN
EAR
PARK
AN
D R
ECRE
ATIO
NAL
PAR
K LE
VELS
MIN
OR
PAD
LEV
EL C
HAN
GE T
O L
OTS
202
5 &
203
0, A
DD
ED N
OTE
S &
FEA
TURE
FEN
CE, R
ETAI
NIN
G W
ALL
TYPE
S U
PDAT
EDAD
DED
RET
AIN
INGW
ALL
RETU
RNS
AT A
DJA
CEN
T ST
AGES
, REF
INED
PAR
K FS
L, A
DD
ED L
OT
1344
.GE
NER
IC C
HAN
GE T
O L
OT
LEVE
LSO
RIGI
NAL
ISSU
E
KH KH KH KH KH KH
MM
JS JS
22/0
6/18
22/0
6/18
EVER
LEIG
H PR
ECIN
CT 1
.1 S
UBDI
VISI
ON D
EVEL
OPM
ENT
TEVI
OT R
OAD,
GRE
ENBA
NKEA
RTHW
ORKS
LAY
OUT
PLAN
- SH
EET
1 OF
6
PRO
PERT
Y SE
RVIC
ES U
ND
ERRE
TAIN
ING
WAL
LS:
CON
TRAC
TOR
SHAL
L RE
FER
TO A
LL L
ATES
T SE
RVIC
ED
RAW
INGS
TO
EN
SURE
PRO
VISI
ON
S AR
E M
ADE
FOR
ALL
PRO
PERT
Y SE
RVIC
E CO
NN
ECTI
ON
S U
ND
ERRE
TAIN
ING
WAL
LS.
RETA
ININ
G W
ALL
DES
IGN
:AL
L RE
TAIN
ING
WAL
LS S
HAL
L BE
DES
IGN
ED &
CON
STRU
CTED
IN A
CCO
RDAN
CE W
ITH
TH
E "D
ESIG
NAN
D C
ON
STRU
CTIO
N R
ETAI
NIN
G W
ALL
SPEC
IFIC
ATIO
N"
PREP
ARED
BY
PREM
ISE
ENGI
NEE
RIN
G .
FEAT
URE
FEN
CE O
N T
OP
OF
RETA
ININ
G W
ALL
BY L
AND
SCAP
ER
H1.
0
PRO
POSE
D C
ON
CRET
E PA
NEL
RET
AIN
ING
WAL
L (A
ND
HEI
GHT)
. 2 C
OAT
TEX
TURE
D P
AIN
T.D
ESIG
N S
PECI
FICA
TIO
N B
Y M
ANU
FACT
URE
R
TOW
70.
10
TOW
69.
50
TOW
68.
20
TOW
68.
20
PRO
POSE
D C
ON
CRET
E SL
EEPE
R RE
TAIN
ING
WAL
L (A
ND
HEI
GHT)
. TIM
BER
TEXT
URE
DSL
EEPE
RS A
ND
2 C
OAT
PAI
NT.
DES
IGN
SPEC
IFIC
ATIO
N B
Y M
ANU
FACT
URE
R
FF
FF
CO
NST
RU
CTI
ON
ISSU
E27
/06/
18
70.1
8
69.5
7
68.8
3
68.1
1
67.3
0
66.5
1
65.8
5
65.2
0
64.4
9
64.0
2
63.7
0
63.3
5
62.7
0
70.
10
61.5
5 6097
58.3
0
57.6
5
58.1
5
58.5
5
58.3
0
57.8
0
57.1
5
56.6
0
57.9
0
57.3
0
56.3
0
53.9
5
56.9
5
56.1
0
55.3
0
54.6
0
56.2
0
56.7
0
57.2
557
.75
58.1
558
.80
59.5
560
.15
61.0
061
.70
62.2
062
.70
63.4
564
.00
64.7
065
.50
66.3
067
.17
68.1
0
67.7
5
58.8
5
59.0
5
59.5
5
59.9
5
59.6
5
59.0
0
56.9
056
.55
56.3
056
.20
67.2
3
66.4
1
65.6
3
64.8
5
64.1
9
TOP
OF
BOTT
OM
O
BO
TTO
M O
F
TOP
OF
BAN
K
1119
380
0
400
360
320
180
140
40
60
120
147.
683
1014
1011
FORE
S
EVER
LEIG
H D
RIVE
KESSELS BOULEVARDKESSELS B
1081
1079 10
80
1078
1077
1076
1071 10
70
1060
1059
1058
1072
1073
1057
1074
1051
1056
1075
1055
1052
1047
1050
1049
1048
1016
1013
1015
1012
1007
1010
1009
1008
1006
1005
1004
1139
1140
1299
1300
1298
1297
1132
1131
1141
1142
1143
1144
1145
1092
1093
1094
1095
1096
109710
5410
53
1130
1129
1128
1127
1126
1125
1124
1123
1100
1099
1098
1114
1113
1112
1111
1101
1102
1103
1104
1105
1106
1110
1109
1108
1107
1039
1040
1041
1042
1043
1044
1045
1046
1122
1121
1120
1117
1118
1116
1115
1038
1037
1036
1035
1034
1031
1033
1032
1030
1029
1003
1002
1001
1260 12
61
1296
1295
1263
1262
1133
1134
1135
1136
1137
1138
260
120
140
60 100
20 80400.0
2040
20
340
300
280
240
220
200
160
100
80
IP382.911
PARK
801
801
PLAN
SEA
LIN
G EX
CLU
SIO
N
H
H0.
5
H2.3 H1.9 H1.8 H1.6 H0.7H1.1
H0.
7
H0.
6
H0.
5
H0.
4
H1.
9
H0.8
H1.8
H2.
3
H1.
0
H0.
6
H1.
0
HH
0.5 H0.
7
H0.
7
PMT
PAD
57.
15
2.00m
4.00
m4.50m
2.00m
2.00
m
RPEQ
729
5
RPEQ
DES
CRIP
TIO
NRE
VD
ATE
REVI
SIO
NS
SCAL
E
PRO
JECT
DIR
ECTO
R
PRO
JECT
MAN
AGER
CHEC
KED
DES
IGN
ED
REV
SHEE
T N
UM
BER
JOB
COD
E
SHEE
T TI
TLE
LOCA
TIO
N
PRO
JECT
DAT
ERP
EQCL
IEN
T
LEVE
L 1,
100
BRU
NSW
ICK
STRE
ET
PH: (
07) 3
253
2222
BRIS
BANE
OFF
ICE
PO B
OX
361
FORT
ITU
DE
VALL
EY, Q
LD 4
006
WEB
: ww
w.p
rem
ise.
com
.au
DAT
E
N
FOR
TYPI
CAL
SECT
ION
S AN
D N
OTE
S RE
FER
TOD
RAW
ING
No.
C20
8 -
EART
HW
ORK
S N
OTE
S AN
DD
ETAI
LS.
REFE
R TO
DRA
WIN
G N
o. C
202
FOR
LEGE
ND
.
JOIN
S D
RAW
ING
C202
JOINS DRAWING C204
PREC
INCT
1.1
FUTU
REPR
ECIN
CT 1
.3
FUTU
REPR
ECIN
CT 1
.4
PREC
INCT
1.1
FUTU
REPR
ECIN
CT 1
.3
MIR
VAC
MIR
001-
01
C203
F
22/0
6/18
13/0
4/18
21/0
3/18
12/0
1/18
10/1
1/17
21/0
3/18
F E D C B A
LAN
DSC
APE
FEAT
URE
S U
PDAT
EDAM
END
ED R
ETAI
NIN
G W
ALL
LOCA
TIO
NS,
AN
D L
INEA
R PA
RK A
ND
REC
REAT
ION
AL P
ARK
LEVE
LSAD
DED
FEA
TURE
FEN
CE, R
ETAI
NIN
G W
ALL
TYPE
S U
PDAT
EDAD
DED
RET
AIN
INGW
ALL
RETU
RNS
AT A
DJA
CEN
T ST
AGES
, REF
INED
PAR
K FS
L, A
DD
ED L
OT
1344
AN
D F
EATU
RE F
ENCE
GEN
ERIC
CH
ANGE
TO
LO
T LE
VELS
ORI
GIN
AL IS
SUE
KH KH KH KH KH KH
MM
JS JS
22/0
6/18
22/0
6/18
EVER
LEIG
H PR
ECIN
CT 1
.1 S
UBDI
VISI
ON D
EVEL
OPM
ENT
TEVI
OT R
OAD,
GRE
ENBA
NKEA
RTHW
ORKS
LAY
OUT
PLAN
- SH
EET
2 OF
6CO
NST
RU
CTI
ON
ISSU
E27
/06/
18
56.5
56.5
56.5
57.0
57.0
5
57.0
57.0
57.0
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
5
57.5
57.5
57.5
57.5
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.060.060.0
60.0
60.5
60.5
60.5
60.5
60.5
60.5
60.5
60.5
60.560.5
60.5
60.5
61.0
61.0
61.0
61.0
61.061
.0
61.0
61.0
61.061.0
61.0
61.0
61.0
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
61.5
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.0
62.5
62.5
62.5
62.5
62.5
62.5
62.5
62.5
62.5
62.5
63.0
63.0
63.0
63.063
.0
63.0
63.0
63.0
63.0
63.5
63.5
63.5
63.5
63.5
63.5
63.5
63.5
63.5
64.0
64.0
64.0
64.0
64.0
64.5
64.5
64.564.5
65.0
65.0
65.0
65.0
65.5
65.5
65.5
66.0
66.0
66.0
66.5
66.5
67.0
67.0
61.061.5
63.063.564.0
64.5
64.5
65.065.5
66.0
5
66.5
66.5
67.0
67.0
67.5
68.0
68.0
68.569.0
57.0
58.0
58.5
59.0
60.0
60.5
61.0
61.0
61.0
61.5
62.5
63.0
63.5
64.0
64.0
64.5
64.5
65.0
65.0
65.5
65.5
66.0
66.0
66.5
66.5
67.0
67.0
67.5
67.5
68.0
68.0
68.5
69.0
69.5
70.0
59.0
64
65.0
65
66.
66.5
67.0
67.5
67.5
68.0
68.0
68.5
68.5
69.0
69.0
69.5
69.5
70.0
70.0
70.5
70.5
71.0
64.865.3
65.8
66.3
66.366.8
67.3
7.8
67.8
68.368.8
69.3
70.3
56.8 57.8
57.8
58.3
59.3
60.3
60.8
61.3
62.3
62.8 63.3
63.8
64.3
64.3
64.8
64.8
65.3
65.3
65.8
65.8 66.3
66.3
66.8
66.8
67.3
67.367
.8
67.8
67.868.368
.8
69.3
69.8
69.8
70.3
64
65
65.8
66.3
66.8
67.3
67.8
67.8
68.3
68.3
68.8
68.8
69.3
69.3
69.8
69.8
70.3
70.3
70.8 70.8
71.3
85
H0.
7
H2.
4
H1.
45
H2.
75
H1.
65
H2.2 H1.3
H0.
9
H0.
45
H1.6
H0.
6
H2.05
H0.
5
H2.3 H2.55H2.6H2.95H2.75
H1.
35H
2.0
H2.
65
H0.5
H0.65
H0.65
H0.
55
H0.
55
H0.
45
H0.55
H0.55
H0.65
H0.7
H0.85
H0.9
H1.
1
H1.
8
H1.
45
H2.
0
H1.
8
H1.
85
H0.
7H
0.95
H1.
35H
1.75
H2.
3H
2.9
H0.65
H0.75
H0.6
H0.7
H0.5
H0.5
H0.75
H0.55
H0.7
H0.8
H0.8
H0.85
H0.85
H0.75 H0.4
H1.4H0.85
H1.3H1.85
1119
43.2
26
TEVIOT ROAD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
1014
1011
WW
WW
WW
WW
WW
WW
W W W W W W
WW
WW
W
WWWWWWWWWWWWW
W
WW
WW
WW
WW
WW
WW
WW
WW
W
W W W W W W W
WW
WW
W
W
WWWWW
WW
W
WWW
SS
S
S
1081
1082
1079 10
80
1078
1077
1076
1061
1069
1071 10
70
1060
1059
1058
1072
1073
1057
1074
1051
1056
1075
1055
1052
1047
1050
1049
1048
1016 10
17
1013
1015
1012
1007
1010
1009
1008
1006
1005
1004
114
1144
1145
1146
1091
1092
1093
1094
1095
1096
109710
5410
53
1100
1099
1098
1114
1113
1112
1111
1101
1102
1103
1104
1105
1106
1110
1109
1108
1107
1039
1040
1041
1042
1043
1044
1045
1046
1117
1118
1116
1115
1038
1037
1036
1035
1034
1031
1033
1032
1030
1029
1003
1002
140
TC6.6860
40 20
0.0
CT13
.160
TC5.2
34
160
180
140
120
100
80
240
TEALCIRCUIT
220
80
200
180
160
140 12
0
100
60
243.
936
CT13
0.28
2
TC11
8.86
8
W
W
SS
SS
SS
SSSSSSSSSS
SS
D
DD
D
D
D
D
D
SS
S
GREE
NAW
AY S
TREE
TOPAL RO
SS
S
71.163
CT16.456
320
20
40
60
CT300.553
CT216.211
TC223.113
TC401.676
SS
CT407.319
TC420.093
CT43
9.65
1
220
280
240
260
360
300
380
340
500
400
460
420
440
520
480
540
560
580
600
0
60
20
40
100
80
120
140
S
S
S S S S SS
SS
SS
JAD
E PL
ACE
OPAL ROAD
TEAL CIRCUITS
SS
SS
SS
SS
S
S S S
SS
SS
S S S S S S S
S
S
TEAL
CIR
CUIT
W
W
GREE
NAW
AY S
TREE
T
VERIDIAN ROAD
TEAL CIRCUIT
D
DD
DD
DD
DD
DD
DD
DD
D
DD
DD
DD
DD
D
D
DD
DD
D
D D D D DD D
D
D
D
D
D
SS
SS
SS
SS
DWAY 2
70.1
8
69.5
7
68.8
3
68.1
1
67.3
0
66.5
1
65.8
5
65.2
0
64.4
9
64.0
2
63.7
0
63.3
5
62.7
0
70.
10
61.5
5 60.9
7 60.5
557
.30
57.9
5
57.6
5
57.4
0
57.
57.7
558
.15
58.8
059
.55
60.1
561
.00
61.7
062
.20
62.7
063
.45
64.0
064
.70
65.5
066
.30
67.1
7
68.1
0
67.7
5
62.3
062
.65
63.2
063
.75
64.4
065
.10
65.9
566
.85
63.9
563
.65
63.3
563
.05
62.8
062
.50
62.0
562
.20
60.9
060
.25
59.6
059
.25
62.2
5
62.4
5
62.1
5
61.6
5
61.2
0
59.8
0
59.2
0
59.6
0
59.8
5
59.5
0
58.0
0
57.8
0
57.5
0
67.2
3
66.4
1
65.6
3
64.8
5
64.1
9
61.8
0
61.1
5
62.1
5
61.4
5
60.7
0 59.2
5
61.4
0
61.0
5
60.6
5 60.1
0
58.2
5
59.5
5 58.8
5
63.5
0
62.9
0
62.4
5
61.9
5
61.3
9 60.7
0 59.8
0 59.3
5
63.1
0
62.5
5
61.6
560
.45
60.2
0
59.8
0
59.5
0
59.1
5
58.9
5
58.2
5 57.5
0
57.5
0
63.7
43
63.0
16
62.4
49
61.9
94
61.5
24
60.9
61
64.2
91 63.8
71 63.6
6163
.178
62.8
8262
.335
62.3
4762
.400
62.1
68
61.6
97
61.0
20
59.7
92
58.7
98
57.8
24
63.6
6262
.883
62.4
29
59.9
97 59.3
67 58.6
90
57.8
24
60.7
65
61.2
17
62.0
99
62.6
67
65.1
75
64.4
01
60.0
65 59.3
52 58.8
97 58.5
20
64.6
39
63.4
6562
.607
62.3
48
60.2
58
63.3
14
62.7
10 62.1
64
60.6
73
57.0
66 5658
658
.524
59.0
43
59.7
78
63.3
40
63.5
5063.6
77
61.3
56
57.0
66 56.5
86
PLAN
SEA
LIN
G EX
CLUS
ION
PLAN
SEA
LIN
G EX
CLUS
ION
H0.
5
H0.
8
H0.
8
H0.
8
H0.
65
H0.
7
H0.
6
H0.
45
H0.
5
H0.
55
H0.
9
H0.
7 H0.
45
H0.
55H
0.65
H1.3
H0.
9H
0.7
H1.4
H1.
45
H0.
65
H1.2 H1.85
H0.
7
H0.
65
H0.
55
H0.
9
H0.7
H0.
75
H1.25
H0.
7
H0.
75
H1.
45
H1.
0
H0.
75
H1.6 H1.7 H1.7 H1.7 H1.7 H1.7 H1.6 H1.6 H1.8 H2.0 H2.0
H1.8H1.6
H
H1.8
AC2
03
E E E EE E E E
E E E E E E E E E E EE
E E
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
E E E E E
E
E
E
EE
E
EE
EE
EE
E
E
EEEEE
EE
E
EEEE
E
EE
E
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
E
E E E
EE
E
E
E
E E E
EE
E
E
EE
E
EE
E
EE
E
E
E
E
E
E
EE
E E E E
E
E
E E
E
E
E
E
E
E
E
E
E
E
EE
EE
EE
E
E E
E
E
E
E
RPEQ
729
5
RPEQ
DES
CRIP
TIO
NRE
VD
ATE
REVI
SIO
NS
SCAL
E
PRO
JECT
DIR
ECTO
R
PRO
JECT
MAN
AGER
CHEC
KED
DES
IGN
ED
REV
SHEE
T N
UM
BER
JOB
COD
E
SHEE
T TI
TLE
LOCA
TIO
N
PRO
JECT
DAT
ERP
EQCL
IEN
T
LEVE
L 1,
100
BRU
NSW
ICK
STRE
ET
PH: (
07) 3
253
2222
BRIS
BANE
OFF
ICE
PO B
OX
361
FORT
ITU
DE
VALL
EY, Q
LD 4
006
WEB
: ww
w.p
rem
ise.
com
.au
DAT
E
SCAL
E 1:
500
(A1)
200
1030
m
N
02/0
7/18
A08
/08/
18O
RIGI
NAL
ISSU
EPA
D F
RON
T BD
Y O
FFSE
T RE
DU
CED
TO
3M
& M
INO
R EA
RTH
WO
RKS
ALO
NG
P1.1
INTE
RFAC
E W
ITH
I LO
TSB
MIC
HAE
L M
AJZN
ER
MIC
HAE
L M
AJZN
ER
KHKH
EART
HWOR
KS L
AYOU
T PL
AN -
SHEE
T 1
OF 2
TEVI
OT R
OAD,
GRE
ENBA
NKEV
ERLE
IGH
PREC
INCT
1.4
SUB
DIVI
SION
DEV
ELOP
MEN
TJO
SHU
A ST
ON
E
08/0
8/18
08/0
8/18
MIR
VAC
MIR
001-
04
C200
B
JOIN
S D
RAW
ING
C201
PREC
INCT
1.4
EXIS
TIN
G PR
ECIN
CT 1
.3
EXIS
TIN
G PR
ECIN
CT 1
.1
WW
12.0
FIN
ISH
ED M
AJO
R CO
NTO
URS
(0.5
0m)
FIN
ISH
ED M
INO
R CO
NTO
URS
(0.1
0m)
EXIS
TIN
G CO
NTO
URS
(0.5
0m)
12.0
SS
D
EE
TT
GG
FIN
ISH
ED S
URF
ACE
PAD
LEV
EL
ZERO
LO
T LI
NE
55.5
0
FOO
TPAT
H S
POT
LEVE
L58
.25+
EXTE
NT
OF
FILL
EXTE
NT
OF
CUT
EXIS
TIN
G ST
ORM
WAT
ER
EXIS
TIN
G SE
WER
EXIS
TIN
G W
ATER
EXIS
TIN
G EL
ECTR
ICIT
Y
EXIS
TIN
G TE
LECO
MM
UN
ICAT
ION
S
EXIS
TIN
G GA
S
STAG
E BO
UN
DAR
Y
LEGE
ND
- E
XIST
ING
LEGE
ND
- P
ROPO
SED
FEAT
URE
FEN
CE O
N T
OP
OF
RETA
ININ
G W
ALL
BY L
AND
SCAP
ER
H1.
0
H1.
0
PRO
POSE
D C
ON
CRET
E PA
NEL
RET
AIN
ING
WAL
L (A
ND
HEI
GHT)
. 2 C
OAT
TEX
TURE
D P
AIN
T.D
ESIG
N S
PECI
FICA
TIO
N B
Y M
ANU
FACT
URE
R
PRO
POSE
D C
ON
CRET
E SL
EEPE
R RE
TAIN
ING
WAL
L (A
ND
HEI
GHT)
. TIM
BER
TEXT
URE
DSL
EEPE
RS A
ND
2 C
OAT
PAI
NT.
DES
IGN
SPEC
IFIC
ATIO
N B
Y M
ANU
FACT
URE
R
EXIS
TIN
G RE
TAIN
ING
WAL
L
NO
TES
1.RE
FER
BULK
EAR
THW
ORK
S N
OTE
S AN
D D
ETAI
LSD
RAW
INGS
.2.
PRO
POSE
D S
ERVI
CES
WIT
HIN
TH
E VI
CIN
ITY
OF
RETA
ININ
G W
ALLS
.RE
FER
SERV
ICE
DRA
WIN
GS F
OR
SERV
ICE
LOCA
TIO
NS.
3.EX
ISTI
NG
DW
ELLI
NGS
, FEN
CES
ETC.
TO
BE
DEM
OLI
SHED
& R
EMO
VED
OFF
SIT
E BY
OTH
ERS.
4.FI
NAL
RET
AIN
ING
WAL
L TY
PES
TO B
E CO
NFI
RMED
BY
DEV
ELO
PER
PRIO
R TO
CO
NST
RUCT
ION
.
FOR
TYPI
CAL
SECT
ION
S AN
D N
OTE
S RE
FER
TO D
RAW
ING
No.
C20
2 -
EART
HW
ORK
S N
OTE
S AN
D D
ETAI
LS.
PRO
PERT
Y SE
RVIC
ES U
ND
ERRE
TAIN
ING
WAL
LS:
CON
TRAC
TOR
SHAL
L RE
FER
TO A
LL L
ATES
T SE
RVIC
ED
RAW
INGS
TO
EN
SURE
PRO
VISI
ON
S AR
E M
ADE
FOR
ALL
PRO
PERT
Y SE
RVIC
E CO
NN
ECTI
ON
S U
ND
ER R
ETAI
NIN
GW
ALLS
.
RETA
ININ
G W
ALL
DES
IGN
:AL
L RE
TAIN
ING
WAL
LS S
HAL
L BE
DES
IGN
ED &
CON
STRU
CTED
IN A
CCO
RDAN
CE W
ITH
TH
E "D
ESIG
N A
ND
CON
STRU
CTIO
N R
ETAI
NIN
G W
ALL
SPEC
IFIC
ATIO
N" P
REPA
RED
BY P
REM
ISE
ENGI
NEE
RIN
G .
PAD
MO
UN
TED
TRA
NSF
ORM
ER N
OTE
RETA
ININ
G W
ALLS
AN
D T
HEI
R FO
OTI
NGS
SH
ALL
NO
TEN
CRO
ACH
INTO
TH
E PM
T SI
TE (A
S PE
R RE
TAIN
ING
WAL
LS L
OCA
TED
AD
JACE
NT
ROAD
RES
ERVE
S D
ETAI
L).
RETA
ININ
G W
ALL
DES
IGN
SH
ALL
CON
SID
ER E
NER
GEX
REQ
URE
MEN
T W
HER
E RE
TAIN
ING
WAL
LS A
RE L
OCA
TED
WIT
HIN
2m
OF
PMT
SITE
.
CO
NST
RU
CTI
ON
ISSU
E09
/08/
18
52.0
52.052
.5
52.5
52.5
52.5
52.5
52.5
53.0
53.0
53.0
53.0
53.0
53.0
53.0
53.0
53.5
53.5
53.5
53.5
53.5
53.5
53.5
53.5
53.5
53.5
53.5
54.0
54.0
54.0
54.0 54
.0
54.0
54.0
54.0
54.0
54.0
54.0
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
54.5
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.0
55.5
55.5
55.5
55.5
55.555
.5
55.5
55.5
55.5
55.5
55.5
55.5
55.5
55.5
55.5
55.5
55.5
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.0
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
59.5
60.060.0
60.0
60.0
60.0
60.0
60.0
60.5
60.5
60.5
61.0
61.0
61.0
61.5
61.5
61.5
61.5
62.062.5
50.0
50.5
50.5
50.5
51.0
51.0
51.0
51.0
51.5
51.5
51.5
51.5
51.5
52.052
.0
52.0
52.0
52.0
52.0
52.5
52.5
52.5
52.5
53.0
53.0
53.0
53.5
53.5
54.0
56.0
56.5
59.0
59.5
60.060.0
60.0
60.5
60.5
61.061.5
63.063.5
49.0 49.550.050.551.0
51.5
51.5
52.0
52.0
52.5
53.0
60.0
61.0
61.5
62.0
62.5
63.0
63.5
64.0
64.5
56.056.5
3
49.3 49.850.350.851.3
51.8
51.8
52.3
52.8
60.3
61.3
61.3
61.8
62.3
62.8
63.3
64.3
55.8 H1.3 H2.1
H1.
9
H0.
8
H0.8
H0.6
H0.55
H1.
5H
3.0
H2.
85H
3.0
H2.
85
H2.
85
H3.
0
H0.
7
H0.
65 H0.
6
H0.
65H
0.75
H1.4
H0.
4
H1.8H2.3H
0.5
H0.6
H0.8H0.9
H1.1
H1.0
H1.1H1.3
H1.3
H1.
1
H1.
0
++
+
+
++
++
+
+
+
+
+
+
+
+
+
+
++
++
+
+
+
+
++
++ ++++
+
++
+
+
+
+
+
+
+
+
+
H2.
4
H0.
55
H0.
55
H1.4H0.85
H1.3H1.85
SSSSSS
SS
SS
S
SS
SS
SS
S
S
1014
WW
WW
WW
WW
W
WW
W
W
W
WW
WW
WW
W
WW
WW
W
W
WW
WW
WW
WS
SS
SS
SS
SS
SS
SS
S
SS
SS
SS
SS
S
1166
116811
67
1163
1165
1164
1085
1086
1084
1081
1083
1082
1079 10
80
1062
1066
1065
1064
1067
1063
1068
1061
1069
1071 10
70
1060
1059
1058
1072
1073
1057
1025
1024
1023
1020
1022
1021
1016
1019
1018
1017
1013
1015
1012
1159
1160
1161
1162
1141
1142
1143
1144
1145
1146
1147
1088
1087
1089
1090
1091
1092
1093
1094
1100
1099
1098
1202
1203
1188
1192
1194
1193
1186
1185
1028
1187
1181
1182
1027
1172
1026
1169
1170
1171
1173
1174
1177
1175
1176
1179
1178
1180
180
160
140
120
100
80
60
40
20
TEAL
CIR
CUIT
TEA
80
1
100
60
40
20
TC11
8.86
8
0.0
SS
SS
SS
SS
S
S
SS
SS
SS
SS
SS
S
S
W W W W
WW
W
S
740
DD
D
D
D
D D D D
DD
D
DD
DD
DD
DD
D
TEAL
CIR
CUIT
OPAL ROAD
TC10.06
90
71.163
CT16.456
20
40
60
CT85
.598
0
TC64.000
80
20
40
60
560
640
580
600
620
680
660
700
720
760
800
780
840
820
860
60062
0
SS
SS
SS
JAD
E PL
ACE
S
TEAL
CIR
CUIT
TEAL CIRCUIT
W
W
TEAL CI
VERIDIAN ROAD
D
D
DD
D
D
D
D
D
D
D
DD D
D
D
D
D
D
D
D
D
D
S
HEDGE LANE
63.3
5
62.7
0
61.5
5 60.9
7 60.5
5 60.4
0 60.3
1 60.2
1 60.1
1 60.0
0 59.8
6 59.7
5
59.5
5 59.1
5 58.6
0
57.7
7
57.3
0
51.5
5
51.4
0
51.2
5
51.1
0
51.0
0
50.8
5
50.8
0
56.6
5 56.0
5
55.4
0
55.3
0
54.9
5
57.9
5
57.6
5
57.4
0
57.2
056
.65
56.4
5
55.4
0
55.2
5
54.9
5
54.7
5
51.1
5
51.1
0
52.4
052.2
5
52.1
5
520052
.25
52.2
5
52.3
5
52.7
0
52.6
0
52.2
5
51.3
551
.23 51
.11
50.9
6
50.8
2
50.6
7
50.5
3
50.4
1 50.3
5
50.4
1
50.7
050
.73
50.7
0
50.4
350
51.5
9 xx
xx
x
x
xx
xxxx
x
xx
x x
x
xx
xx
x
xx
xx
x
xx
xx
xx
xx
x
x
xxx
x
xx xxxxx
xx
xx
xxx
x
x
x
x
x
x
x
x
58.0
0
57.8
0
57.5
0
56.9
056
.55
56.3
056
.20
59.2
5
60.1
0
58.2
5
59.5
5 58.8
5
61.9
5
61.3
9 60.7
0 59.8
0 59.3
5 59.0
0 58.7
5 58.5
5 58.3
5 58.1
5 58.0
0 57.9
0
57.3
5
56.8
0
56.1
5
55.9
5
55.9
5
61.6
560
.45
60.2
0
59.8
0
59.5
0
59.1
5
58.9
5
58.2
5
58.7
5
57.5
0
58.4
0
56.5
0
58.1
5
56.2
0
56.4
0
56.2
0
56.1
0
57.5
0
56.5
0 56.2
5 56.1
0
55.7
0
55.5
5
55.5
5
55.6
5
55.8
5
56.0
0
56.2
5
56.3
0
54.9
554
.35
53.9
053
.75
53.3
053
.10
52.9
5
52.8
5
61.5
24
60.9
61
57.9
19
57.2
53
56.2
57 55.9
33 55.7
92
55.7
95
55.6
34
59.7
92
58.7
98
57.8
24
55.8
29
55.3
77
55.9
77
55.8
59
55.8
45
55.3
31
55.1
29
53.8
60
53.4
0153
.19453
.10553
.036
52.9
70
59.9
97 59.3
67 58.6
90
57.8
24
55.7
11
55.2
96
55.7
49
55.9
4956
.287
56.8
5057
.308
57.9
29
58.1
49
57.6
77
60.7
65
61.2
17
60.0
65 59.3
52 58.8
97 58.5
20 58.3
05
58.1
12
57.6
99
57.4
48
56.8
13
55.8
22
55.6
43
55.4
76
56.0
46
55.6
33
55.296 55.315 55.355 55.365
55.5
55
55.7
7855
.867
55.4
90
54.8
8354
.470
52.7
9852.8
64
52.6
48
57.0
66 56.5
86
56.0
46
55.3
5455
.532
55.6
35
57.7
08
57.3
67
58.2
87
58.5
24
59.0
43
59.7
78
55.2
19
55.2
46
52.4
97
57.0
66 56.5
86
5605
53.3
053.2
5
PLAN
SEA
LIN
G EX
CLUS
ION
PLAN
SEA
LIN
G EX
CLUS
ION
H0.
55
H0.
9
H0.
7 H0.
45
H0.
55
H0.55
H1.0
H1.
2
H0.
65
H1.
35H
1.95
H3.0H2.95
H2.
7H
2.55
H2.
75H
2.7
H1.
45
H0.
65
H H1.85
H0.
7
H0.
65
H0.
55
H0.
9
H0.7
H0.
75
H1.25
H1.9
H1.95
H1.
75H
1.95
H1.
45
H1.
0
H0.
75
H0.
55
H2.7
H H2.0 H2.0
H1.8H1.6
H1.6H1.3
H1.5H1.5
H1.5
H1.9
H2.0
H2.6
H3.0
H3.0
56.5
5 56.1
51in1
5 BA
TTER
1in3
0 BA
TTER
E
E
E
EE E E
E
E
E
E
E
E
E
E
E
EE
EE
EE
E
E
E
E
E
EE
E
E
E
E
E
EEE
E
E
E
E
EE
EE
EE
EE
E
EE
EE
EE
E
EE
EE
E
E
E
E
EE
E
EE
E
EE
E
E
E
E E
E
EE
E
E
EE
E
EE
EE
EE
E
E
EE
E
E
E
E
EE
E
EE
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
RPEQ
729
5
RPEQ
DES
CRIP
TIO
NRE
VD
ATE
REVI
SIO
NS
SCAL
E
PRO
JECT
DIR
ECTO
R
PRO
JECT
MAN
AGER
CHEC
KED
DES
IGN
ED
REV
SHEE
T N
UM
BER
JOB
COD
E
SHEE
T TI
TLE
LOCA
TIO
N
PRO
JECT
DAT
ERP
EQCL
IEN
T
LEVE
L 1,
100
BRU
NSW
ICK
STRE
ET
PH: (
07) 3
253
2222
BRIS
BANE
OFF
ICE
PO B
OX
361
FORT
ITU
DE
VALL
EY, Q
LD 4
006
WEB
: ww
w.p
rem
ise.
com
.au
DAT
E
SCAL
E 1:
500
(A1)
200
1030
m
FOR
TYPI
CAL
SECT
ION
S AN
D N
OTE
S RE
FER
TOD
RAW
ING
No.
C20
2 -
EART
HW
ORK
S N
OTE
S AN
DD
ETAI
LS.
REFE
R TO
DRA
WIN
G N
o. C
200
FOR
LEGE
ND
.
02/0
7/18
A08
/08/
18O
RIGI
NAL
ISSU
EPA
D F
RON
T BD
Y O
FFSE
T RE
DU
CED
TO
3M
& M
INO
R EA
RTH
WO
RKS
ALO
NG
P1.1
INTE
RFAC
E W
ITH
I LO
TSB
MIC
HAE
L M
AJZN
ER
MIC
HAE
L M
AJZN
ER
KHKH
EART
HWOR
KS L
AYOU
T PL
AN -
SHEE
T 2
OF 2
TEVI
OT R
OAD,
GRE
ENBA
NKEV
ERLE
IGH
PREC
INCT
1.4
SUB
DIVI
SION
DEV
ELOP
MEN
TJO
SHU
A ST
ON
E
08/0
8/18
08/0
8/18
MIR
VAC
MIR
001-
04
C201
B
N
JOIN
S D
RAW
ING
C200
PREC
INCT
1.4
FUTU
RE P
RECI
NCT
1.2
B
FUTU
RE P
RECI
NCT
1.5
EXIS
TIN
G PR
ECIN
CT 1
.3
EXIS
TIN
GPR
ECIN
CT 1
.2A
CO
NST
RU
CTI
ON
ISSU
E09
/08/
18
Top Related