CRL Contract 3 Aotea Utility Relocation Works – Stages 4 & 5 Construction Noise and Vibration Delivery Work Plan Addendum to: CRL Contracts 2.1 and 2.2 Construction Noise and Vibration Delivery Work Plan (Marshall Day Acoustics, November 2017)
CRL-SYW-CST-ATMWP-REQ-001249
Revision: 1.1 Date: 26 November 2019
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| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan CRL-SYW-CST-ATMWP-REQ-001249
This document is uncontrolled when printed. This document should be printed in colour
Revision Status Revision
Issue Date
Major Changes
Changed By
Approved By
1.0
11/11/2019
For Issue
Joe Grimes
Peter Roan
1.1
26/11/2019
Amendments based on Council comments.
Joe Grimes
Peter Roan
Approval Status Name/Title
Signature
Date
Prepared by:
Joe Grimes Senior Acoustic Consultant
11/11/2019
Reviewed by:
Claire Drewery Technical Director - Acoustics
11/11/2019
Controlled by:
Claire Drewery Technical Director - Acoustics
11/11/2019
Approved by:
Peter Roan Consents Lead – Link Alliance
11/11/2019
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Construction Noise and Vibration Delivery Work Plan
Table of contents 1. Introduction ............................................................................................. 5 1.1
Background ................................................................................................................... 5
2. Project Description .................................................................................. 5 2.1
Overview ...................................................................................................................... 5
2.2
Construction Methodology ............................................................................................ 6
2.3
Construction Hours ....................................................................................................... 6
2.4
Key Personnel ............................................................................................................... 7
3. Performance Standards............................................................................ 7 3.1
Noise ............................................................................................................................ 7
3.1.1.
CRL Designation Conditions ............................................................................................ 7
3.1.2.
Site Specific Construction Noise Management Plans ..................................................... 7
3.2
Vibration....................................................................................................................... 8
3.2.1.
Building Damage ............................................................................................................. 8
3.2.2.
Amenity ........................................................................................................................... 8
3.2.3.
Site Specific Construction Vibration Management Plans ............................................... 8
4. Predicted Construction Noise and Vibration Levels .................................. 8 4.1
Noise ............................................................................................................................ 8
4.2
Vibration....................................................................................................................... 9
5. Mitigation and Management ................................................................. 12 5.1
Training ...................................................................................................................... 12
5.2
Equipment Selection ................................................................................................... 12
5.3
General Measures ....................................................................................................... 12
5.4
Noise Barriers and Enclosures ...................................................................................... 12
5.4.1.
Barriers .......................................................................................................................... 12
5.4.2.
Enclosures ..................................................................................................................... 12
6. Communication ..................................................................................... 12 6.1
Communication ........................................................................................................... 12
6.2
Complaints Response .................................................................................................. 12
7. Monitoring............................................................................................. 12
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7.1
Noise .......................................................................................................................... 13
7.2
Vibration..................................................................................................................... 13
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Construction Noise and Vibration Delivery Work Plan
8. Effects .................................................................................................... 14 8.1
Noise Effects ............................................................................................................... 14
8.2
Vibration Effects.......................................................................................................... 14
8.3
Management of Adverse Effects .................................................................................. 14
9. CNV DWP Review and Updating (Including SSCNMPs and SSCVMPs) ..... 14
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Construction Noise and Vibration Delivery Work Plan
1.
Introduction 1.1 Background
The City Rail Link (CRL) project comprises the construction, operation and maintenance of a 3.4km twin-tunnel underground passenger railway, running between Britomart Station and the North Auckland Line (NAL) in the vicinity of Mt Eden Station. The CRL involves the construction of two new underground stations at Aotea and Karangahape, and a redeveloped station at Mt Eden. The design and construction of the CRL infrastructure between the Aotea and Mt Eden Stations is being delivered by the Link Alliance. In 2017, City Rail Link Limited (CRLL) submitted an outline plan for canopy removal and utility relocation works within the Aotea Station area, along the western side of Albert Street between Victoria Street West and Wellesley Street West (Auckland Council ref. OPW60310921). This outline plan was accepted by Auckland Council without changes. Canopy removal works have now been completed. Additional utility relocation and canopy removal works are required beyond the footprint of the approved works. As such, the Link Alliance is seeking authorisation for works that are beyond the scope of OPW60310921. This addendum updates the “CRL Contracts 2.1 and 2.2 Albert Street Canopy Removal and Utilities Diversion Construction Noise and Vibration Delivery Work Plan (CNVDWP)”, prepared by Marshall Day Acoustics, dated 23 November 2017 (“the Approved CNVDWP”), and is submitted to Auckland Council to support the authorisation of the additional works. This CNVDWP addendum must be read in conjunction with the Approved CNVDWP. The structure of this addendum is based on the Approved CNVDWP.
2.
Project Description 2.1 Overview
The project site applicable to this CNVDWP addendum is located within Albert Street and the adjoining streets, between Wyndham Street and Mayoral Drive. The Stage 4 and 5 utility relocation works, canopy removal works and Construction Support Area establishment (herein referred to as the ‘Stage 4 and 5 works’) involves the following main activities: • • • • • • • • Page 5
Canopy removal; Utility relocation activities via trenching; Utility relocation activities via micro-tunnelling within Victoria Street West; Closure of the Albert Street / Wellesley Street intersection to undertake east-west and north-south trenching works for utility relocation; Closure of the southern slip lane from Durham Street to Albert Street for approximately 4 to 6 weeks to allow for utility relocation; Closure of Kingston Street for approximately 4 to 6 weeks to allow for utility relocation; Directional drilling along Wellesley Street between Albert Street and Federal Street, and; Establishment of a construction compound to support the subsequent main station construction works.
| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan The Stage 4 and 5 works will be undertaken along parts of Albert Street, Kingston Street, Victoria Street West, Wellesley Street and Mayoral Drive. In addition, a construction compound (herein referred to as the ‘Construction Support Area’ (CSA)) required to support the main works is to be established within the outdoor car park area to the west of Bledisloe House. The site adjoins the project area of the canopy and utility works authorised by OPW60310921. The area of the Stage 4 and 5 works is illustrated in Figure 1, below. Figure 1 Site Location
The area surrounding the project site is a dense urban environment with a built form comprised of medium to high rise buildings. Common land uses in the project area include commercial offices and services, residential apartments, retail, civic, hospitality, hotel accommodation and car parking. Along Albert Street multiple active construction sites are present including for the CRL and private development. Buildings adjoin much of the project site boundary (road corridor) forming active frontages that provide access to private property and businesses. The area of works is highly utilised by pedestrians and vehicles, both for private and business purposes. Albert Street, Victoria Street West, Wellesley Street West and Mayoral Drive are classified as primary arterial roads. Kingston Street and Durham Street West are classified as local roads.
2.2 Construction Methodology The methodology for utility relocation and canopy removal proposed during the Stage 4 and 5 works is essentially the same as set out in the Approved Construction Environmental Management Plan (CEMP). A full description of the methodology associated with the Stage 4 and 5 works is provided in Section 2.3 of the CEMP addendum. This includes a description of the Stage 4 and 5 works which are beyond the scope of works described in the Approved CEMP. Staging plans and site layouts for each stage of the works are provided in Appendix C of the CEMP addendum.
2.3 Construction Hours No changes are required to Section 2.3 of the Approved CNVDWP.
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Construction Noise and Vibration Delivery Work Plan
2.4 Key Personnel This CNVDWP addendum has been prepared by Joe Grimes from AECOM, a Member of the Acoustical Society of New Zealand (MASNZ) and UK Institute of Acoustics (IOA). The key personnel responsible for this CNVDWP are detailed in Table 1. Table 1 Key Personnel Contact Information Role
Name
Organisation
Phone
Project Director
Francois Dudouit
Link Alliance
02102892732
Francois.dudouit@linkalliance.co.nz
Stakeholder and Engagement Manager
Rachel Blundell
Link Alliance
0273069156
aotea@linkalliance.co.nz
Environment and Sustainability Manager
Sarah Sutherland
Link Alliance
021956397
Sarah.sutherland@linkalliance.co.nz
Specialist Noise and Vibration Advisor
Claire Drewery
Link Alliance
021821025
Claire.Drewery@aecom.com
Compliance and Monitoring Officer
Tim O’Grady
Auckland Council
021 834 584
Tim.O’Grady@aucklandcouncil.govt.nz
Noise and Vibration Monitoring Manager
Joe Grimes
Link Alliance
021584926
Joe.grimes@aecom.com
3.
Performance Standards 3.1 Noise 3.1.1. CRL Designation Conditions
No changes are required to Section 3.1.1 of the Approved CNVDWP.
3.1.2. Site Specific Construction Noise Management Plans A Site Specific Construction Noise and Vibration Management Plan (SSCNVMP) will be required for a number of properties. These are identified in Section 4. There are three Notable Receivers adjacent to the Aotea Stage 4 – 5 utility relocation works. These are the District Court, Aotea Centre and the Civic Theatre. Designation condition 39 sets out the requirements for Notable Noise and Vibration Receivers. In accordance with this condition, a SSCNVMP will be prepared for the District Court, the Aotea Centre and the Civic Theatre.
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Construction Noise and Vibration Delivery Work Plan
3.2 Vibration 3.2.1. Building Damage No changes are required to Section 3.2.1 of the Approved CNVDWP.
3.2.2. Amenity No changes are required to Section 3.2.2 of the Approved CNVDWP.
3.2.3. Site Specific Construction Vibration Management Plans A Site-Specific Construction Vibration Management Plan (SSCVMP) will be required for a number of properties. These are identified and discussed further in Section 4.2 of this CNVDWP addendum. As discussed in Section 3.1.2 above, the Auckland District Court, the Aotea Centre and Civic Theatre are Notable Receivers and will have a SSCNVMP prepared in accordance with CRL designation condition 39.
4.
Predicted Construction Noise and Vibration Levels 4.1 Noise
Indicative sound levels for the proposed equipment are presented in Table 4 of the Approved CNVDWP. Equipment used for the Stage 4 and 5 utility relocation works will be the same as that proposed for the Contract 2.1 and 2.2 canopy removal and utility works and the Aotea Stage 1 – 3 utility works, with the exception of sheet piling required for installation of the Victoria Street pits for micro-tunnelling, gas cutters for the additional canopy removal works and chainsaws for tree removal works. Sound levels used to calculate noise contours for canopy removal works, sheetpiling and tree removal works are included in Table 2. Table 2 Indicative noise levels from proposed equipment at 1m from a facade Equipment
Gas Cutter (canopy removal works) Chainsaw (tree removal) Sheet-piling (vibratory)
Sound power level (dB LwA) 107
Façade noise level (dB LAeq) at receiver No mitigation Barrier mitigation 10m 20m 40m 80m 10m 20m 40m 85 79 73 67 75 69 63
80m 57
114
92
86
80
74
82
76
70
64
116
94
88
82
76
84
78
72
66
Following a study of the proposed construction methodology, noise modelling for the Stage 4 and 5 utility relocation works has been undertaken. Worst-case noise levels are likely to occur for a period of 1-3 days whilst utility relocation works are directly outside each individual address and are predicted to exceed the Project Standards for construction noise at a number of locations. Noise levels may also exceed the Project Standards at individual addresses whilst works are directly outside neighbouring properties. As required by CRL designation condition 37, a Site-Specific Construction Noise Management Plan (SSCNMP) will be prepared for any receiver or activity where construction noise is either predicted Page 8
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Construction Noise and Vibration Delivery Work Plan or measured to exceed the Project Standards, except where the exceedance is less than 5 decibels and does not exceed: a. 0700-2200: 1 period of up to 2 consecutive weeks in any 2 months; and b. 2200-0700: 1 period of up to 2 consecutive nights in any 10 days. For predicted exceedances of less than 5 decibels monitoring shall be undertaken to confirm the actual noise levels. If exceedance is shown to be more than 5 decibels, or the period exceeds those detailed, then a SSCNMP will be prepared. Façade noise maps detailing the unmitigated noise level predictions for noisy activities are included in Appendix E:. The activities are indicative of snapshots in time, focused on typical ‘worst-case’ periods. In addition to the properties identified in the Approved CNVDWP, SSCNMPs are required for the properties listed in Table 3 for the Stage 4 and 5 utility works. Table 3 Properties requiring a SSCNMP Address 98-102 Albert Street 37 Wellesley Street West 75 Victoria Street West 44-52 Wellesley Street West 22 Durham Street 54-56 Wellesley Street West 27-35 Victoria Street West 66 Victoria Street West 68 Victoria Street West 135 Albert Street 15-35 Wellesley Street West 55-61 Victoria Street West 62 Victoria Street West 99 Albert Street 11 Mayoral Drive 37-41 Victoria Street West 43 Victoria Street West 69 Victoria Street West 71 Victoria Street West 128 Albert Street 63 Victoria Street West 67 Victoria Street West 24 Wellesley Street West 76 Albert Street 72-78 Victoria Street West 77-85 Victoria Street West 182 Federal Street 85 Albert Street 109-125 Albert Street 87-89 Albert Street 83 Albert Street 291-297 Queen Street 4 Kingston Street 65 Albert Street 6-12 Kingston Street 60 Federal Street
Building type/comments Mixed Use Mixed Use Residential Commercial Commercial Commercial Mixed Use Commercial Commercial Commercial Mixed Use Commercial Commercial Commercial Commercial Commercial Commercial Commercial Commercial Mixed Use Commercial Commercial Commercial Residential Mixed Use Mixed Use Residential Commercial Mixed Use Commercial Commercial Theatre Mixed Use District Court Commercial Commercial
4.2 Vibration Some construction activities for the Stage 4 and 5 works are predicted to generate high levels of vibration including sheet piling, excavation, compaction and breaking. The setback distance from Page 9
| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan each of these activities has been calculated. If a receiver is located within the setback distance an exceedance of the building damage criteria may occur at the foundation of the building. Based on vibration measurements of similar equipment in use on the CRL Contract 2 works in lower Albert Street, the use of an excavator has the potential to generate the highest levels of vibration, with the exception of work around the Victoria Street shafts, where the construction methodology includes sheet piling. There are no vibration emitting activities associated with the Construction Support Area (‘site compound’ shown on Figure 1). The emission radii used to calculate the relevant setback distance is detailed in Table 4. Table 4 Indicative vibration emission radii for construction equipment Equipment
Compactor Excavator (8T) Hand-held concrete breaker Sheet-piling
Long-term vibration (PPV mm/s) Commercial/ Residential Industrial (10 mm/s at 1-10Hz) School (5 mm/s at 1-10 Hz) 0.6 m 1.5 m 2.4 m 4.7 m
Historic/ Sensitive (2.5 mm/s at 1-10 Hz) 2.4 m 9.4 m
0.3 m
0.5 m
1.0 m
6.2 m
12.4m
24.8 m
Vibration contour maps for each stage of works are included in Appendix F:. Several properties are located within the setback distances, these are identified in Table 5. Table 5 Buildings located within setback distance Stage
Address
4A – Kingston Street – Utility relocation works
4A – Albert St/Durham St Trenching 4A – Victoria Street Shafts
Building type
65 Albert Street
Minimum distance to works (m) 1
4 Kingston Street
1
Mixed Use
6-12 Kingston Street
1
Commercial
83 Albert Street
1
Historic/Vibration Sensitive
22 Durham Street (Tower at 92 Albert Street
1
Commercial
55-61 Victoria Street West
5
Commercial
99 Albert Street
Commercial
71 Victoria Street West
1
Commercial
69 Victoria Street West
4
Commercial
67 Victoria Street West
4B – Albert/Federal Directional Drilling
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Historic/Vibration Sensitive
Commercial
62 Victoria Street West
4
Commercial
68 Victoria Street West
5
Historic/Vibration Sensitive
66 Victoria Street West
1
Historic/Vibration Sensitive
75 Victoria Street West
14
Residential
135 Albert Street
8
Commercial
54-56 Wellesley Street West
5
Commercial
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Construction Noise and Vibration Delivery Work Plan
4B – Albert/Wellesley Intersection
5 – Joint Bays
44-52 Wellesley Street West
1
Commercial
135 Albert Street
1
Commercial
15-35 Wellesley Street West
1
Historic/Vibration Sensitive
11 Mayoral Drive
1
Historic/Vibration Sensitive
37 Wellesley Street West
1
Residential
55-61 Victoria Street West
2
Commercial
99 Albert Street
2
Commercial
54-56 Wellesley Street West
2
Commercial
44-52 Wellesley Street West
1
Commercial
135 Albert Street
1
Commercial
15-35 Wellesley Street West
1
Historic/Vibration Sensitive
68 Victoria Street West
1
Historic/Vibration Sensitive
11 Mayoral Drive
2
Historic/Vibration Sensitive
98-102 Albert Street
1
Historic/Vibration Sensitive
66 Victoria Street West
2
Historic/Vibration Sensitive
27-35 Victoria Street West
1
Mixed Use
37 Wellesley Street West
1
Residential
75 Victoria Street West
1
Residential
An SSCVMP is required for all properties identified in Table 5. Further to the above, Appendix 1 and 2 of the CRL designation conditions require a pre-construction building condition survey for the following buildings in the vicinity of the Stage 4 and 5 utility relocation works in accordance with CRL designation condition 46: Appendix 1 • • • • • • • • • • • • • • • •
74 Albert Street 76-84 Albert Street 103, 105, 107 Albert Street 109-125 Albert Street 106-108 Albert Street 128 Albert Street 65-69 Albert Street 99 Albert Street 87-89 Albert Street 85 Albert Street 92-96 Albert Street 38 Wyndham Street 63 Albert Street 135 Albert Street 120 Albert Street 44-52 Wellesley Street West
Appendix 2 Page 11
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Construction Noise and Vibration Delivery Work Plan • • • • • • • • • • • • • •
5.
83-85 Albert Street 61 Albert Street 76-78 Albert Street 102 Albert Street 26,34-36 Wyndham Street 37-43 Victoria Street West 51-53 Victoria Street West 61-65 Victoria Street West 66 Victoria Street West 68 Victoria Street West 24 Wellesley Street West 15-31 Wellesley Street West 42 Wellesley Street 11 Mayoral Drive
Mitigation and Management 5.1 Training
No changes are required to Section 5.1 of the Approved CNVDWP.
5.2 Equipment Selection No changes are required to Section 5.2 of the Approved CNVDWP.
5.3 General Measures No changes are required to Section 5.3 of the Approved CNVDWP.
5.4 Noise Barriers and Enclosures 5.4.1. Barriers No changes are required to Section 5.4.1 of the Approved CNVDWP.
5.4.2. Enclosures No changes are required to Section 5.4.2 of the Approved CNVDWP.
6.
Communication 6.1 Communication
No changes are required to Section 6.1 of the Approved CNVDWP.
6.2 Complaints Response No changes are required to Section 6.2 of the Approved CNVDWP.
7. Page 12
Monitoring | Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan
7.1 Noise No changes are required to Section 7.1 of the Approved CNVDWP.
7.2 Vibration No changes are required to Section 7.2 of the Approved CNVDWP.
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Construction Noise and Vibration Delivery Work Plan
8.
Effects 8.1 Noise Effects
No changes are required to Section 8.1 of the Approved CNVDWP.
8.2 Vibration Effects No changes are required to Section 8.2 of the Approved CNVDWP.
8.3 Management of Adverse Effects No changes are required to Section 8.3 of the Approved CNVDWP.
9.
CNV DWP Review and Updating (Including SSCNMPs and SSCVMPs)
No changes are required to Section 9 of the Approved CNVDWP.
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Construction Noise and Vibration Delivery Work Plan
List of Appendices Glossary of Acoustic Terminology ......................................................... 16 Site Specific Management Plans ............................................................ 17 Communications Records ...................................................................... 18 Relevant Conditions .............................................................................. 36 Faรงade Noise Maps ................................................................................ 37 Vibration Contour Maps ........................................................................ 38 Site Layout and Work Stages ................................................................. 39 CLG and independent peer review comments...................................... 40
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Construction Noise and Vibration Delivery Work Plan
Glossary of Acoustic Terminology Sound Power Level, LWA
Ten times the logarithm to the base 10 of the ratio of the sound power radiated by a sound source to the reference sound power, determined by use of frequency-weighting network “A” (see BS EN 61672-1), expressed in decibels. Equivalent Continuous A-weighted Sound Pressure Level, L Aeq
Value of the A-weighted sound pressure level of a continuous, steady sound that, within a specified time interval T, has the same mean square sound pressure as a sound under consideration whose level varies with time. A-weighting
A-weighting is used to replicate this sensitivity by modifying the electrical response of a sound level meter with frequency in approximately the same way as the sensitivity of the human hearing system. Site Attributable Sound Level (also referred to as ‘site noise’ or ‘specific sound level’)
Sound in the neighbourhood of a site that originates from the site. Free-field
External sound field in which no significant sound reflections occur (apart from the ground). NOTE Measurements made 1.2 m to 1.5 m above the ground and at least 3.5 m away from other reflecting surfaces are usually regarded as free-field.
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Construction Noise and Vibration Delivery Work Plan
Site Specific Management Plans
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CRL Contract 3 Aotea Utility Relocation Works – Stages 4 & 5 Site Specific Construction Noise and Vibration Management Plan: Utility Relocation Works
Revision: 1.1 28 November 2019
Page 1
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Site Specific Construction Noise and Vibration Management Plan This document is uncontrolled when printed. This document should be printed in colour
Revision Status Revision
Issue Date
Major Changes
Changed By
Approved By
1.0
11/11/2019
For Issue
Joe Grimes
Peter Roan
1.1
26/11/2019
Amendments based on Council comments.
Joe Grimes
Peter Roan
Approval Status Name/Title
Signature
Date
Prepared by:
Joe Grimes Senior Acoustic Engineer
11/11/2019
Reviewed by:
Claire Drewery Technical Director – Acoustics
11/11/2019
Controlled by:
Claire Drewery Technical Director – Acoustics
11/11/2019
Approved by:
Peter Roan Planning and Approvals Manager
11/11/2019
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| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Table of contents 1. Introduction ................................................................................................4 1.1
Objective ........................................................................................................................... 4
1.2
Site Plan............................................................................................................................. 4
2. Receivers .....................................................................................................5 2.1.1.
Affected receivers ...................................................................................................... 5
2.1.2.
Bluestone Wall ........................................................................................................... 6
3. Activities......................................................................................................7 4. Façade performance and internal noise levels ...........................................8 4.1
Noise ................................................................................................................................. 8
4.2
Vibration ......................................................................................................................... 36
5. Communication and Consultation ............................................................40 6. Monitoring ................................................................................................41
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6.1
Noise Monitoring............................................................................................................. 41
6.2
Vibration Monitoring....................................................................................................... 41
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
1. Introduction This is a Site-Specific Construction Noise and Vibration Management Plan (SSCNVMP) and forms part of the Construction Noise and Vibration Delivery Work Plan (CNV DWP) for the CRL Contract 3 Utility Relocation Works (the ‘Project’). This SSCNVMP provides a specific assessment of construction noise and vibration from utility relocation works within the project designation. This SSCNVMP should be read in conjunction with the CRL Contracts 2.1 and 2.2 Albert Street Canopy Removal and Utilities Diversion Construction Noise and Vibration Delivery Work Plan (CNV DWP) prepared by Marshall Day Acoustics (Document ref Rp 001 r06 20170511 dated 23 November 2017) as it contains further details of the project, noise criteria, monitoring, general mitigation measures and other information, and with the CRL Contract 3 Aotea Utility Relocation Works Construction Noise and Vibration Delivery Work Plan (CNV DWP addendum) relating specifically to Aotea Utility Relocation Works Stages 4-5, to which this document forms Appendix C. Details of the construction methodology are contained in Section 2.0 of the CNV DWP
1.1 Objective The objective of this SSCNVMP is to detail the best practicable option to avoid, remedy or mitigate adverse effects on sensitive receivers resulting from construction noise and vibration that does not comply with the Project Standards defined in Section 3.0 of the CNV DWP.
1.2 Site Plan The locations of the utility relocation works are shown in Figure 1.
Figure 1 Site location
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| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
2. Receivers 2.1.1. Affected receivers Receivers where noise and/or vibration levels due to stages 4-5 of the utility relocation works within the project designation have the potential to exceed project noise or vibration standards, along with the relevant building uses, are listed in Table 1. Table 1 Affected receivers Address
Use
98-102 Albert Street 37 Wellesley Street West 75 Victoria Street West 44-52 Wellesley Street West 22 Durham Street 54-56 Wellesley Street West 27-35 Victoria Street West 66 Victoria Street West 68 Victoria Street West 135 Albert Street 15-35 Wellesley Street West 55-61 Victoria Street West 62 Victoria Street West 99 Albert Street 11 Mayoral Drive 37-41 Victoria Street West 43 Victoria Street West 69 Victoria Street West 71 Victoria Street West 128 Albert Street 67 Victoria Street West 63 Victoria Street West 24 Wellesley Street West 23-25 Victoria Street West 76 Albert Street 72-78 Victoria Street West 77-85 Victoria Street West 182 Federal Street Page 5
Mixed Use
Historic/ Vibration Sensitive Y
Minimum Distance to Works 1
Noise Criteria, dB LAeq 75*
Noise Criteria, dB LAFmax 90*
Vibration Criteria, mm/s 3
Mixed Use
N
1
75*
90*
5
Residential
N
1
75*
90*
5
Commercial
N
1
75
-
20
Mixed Use Commercial
N N
7 1
75 75
-
20 20
Mixed Use
N
2
75*
90*
5
Commercial
Y
1
75
-
3
Commercial
Y
1
75
-
3
Commercial Mixed Use
N Y
1 2
75 75*
90*
20 3
Commercial
N
1
75
-
20
Commercial
N
1
75
-
20
Commercial Commercial Commercial
N Y N
1 1 14
75 75 75
-
20 3 20
Commercial
N
11
75
-
20
Commercial
N
4
75
-
20
Commercial
N
4
75
-
20
Mixed Use Commercial
N N
5 5
75* 75
90* -
20 20
Commercial
N
5
75
-
20
Commercial
N
8
75
-
20
Commercial
N
7
75
-
20
Residential Mixed Use
N N
10 10
75* 75*
90* 90*
5 5
Mixed Use
N
15
75*
90*
20
Residential
Y
11
75*
90*
3
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan 85 Albert Street Commercial N 20 75 20 109-125 Albert Mixed Use N 20 75* 90* 5 Street 87-89 Albert Street Commercial N 21 75 20 83 Albert Street Commercial Y 20 75 3 291-297 Queen Theatre Y 26 75* 90* 3 Street 17-25 Victoria Commercial N 23 75 20 Street West 205-225 Queen Commercial N 26 75 20 Street 65 Albert Street District Court Y 27 75* 90* 3 22 Durham Street Daycare N 26 75* 90* 5 60 Federal Street Commercial N 29 75 20 132 Hobson Street Church Y 37 75* 90* 3 253-261 Queen Commercial Y 37 75 3 Street 203 Queen Street Commercial N 52 75 20 87 Victoria Street Commercial N 41 75 20 West 48-52 Mayoral Theatre Y 75 75* 90* 3 Drive 6-12 Kingston Commercial N 50 75 20 Street 4 Kingston Street Commercial N 37 75 20 89-95 Victoria Residential N 47 75* 90* 5 Street West *This is the Monday to Saturday 07:00 to 22:00 noise criteria. The majority of works will be carried out during this period. For residential receivers the noise limit is reduced to 65 dB LAeq & 80 dB LAFmax on Sundays and Public Holidays between 07:00 to 22:00 and to 60 dB LAeq & 75 dB LAFmax at all other times.
2.1.2. Bluestone Wall In addition to the buildings detailed in Section 2.1.1 there is a wall with heritage status, referred to as the Bluestone Wall. The wall is located towards the northern end of the Project area opposite the District Court. The vibration criteria of 3mm/s from DIN 4550:3 is applicable to heritage structures. DIN 4150:3 states that “Experience has shown that if these values are complied with, damage that reduces the serviceability of the building will not occur”. It also states that exceeding the values does not necessarily lead to damage. Table 2 details categories of damage and a description of the damage that could be expected in that category. Providing the vibration criteria of 3mm/s is achieved at the Bluestone Wall the Category of Damage will be 2 or below. Table 2 Categories of Damage Category of Damage
Normal Degree of Severity
Description of Typical Damage
0
Negligible
Hairline cracks
1
Very Slight
Fine cracks easily treated during normal redecoration. Perhaps isolated slight fracture in building. Cracks in exterior visible upon close inspection.
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General Category
Aesthetic Damage
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan 2
Slight
3
Moderate
Cracks easily filled. Redecoration probably required. Several slight fractures inside building. Exterior cracks visible, some repainting may be required for weathertightness. Doors and windows may stick slightly. Cracks may require cutting out and patching. Recurrent cracks can be masked by suitable linings. Brick pointing and possible replacement of a small amount of exterior brickwork may be required. Doors and windows sticking.
Serviceability Damage
3. Activities Construction activities for utility relocation works along with proposed start and end dates, and hours of operation, are shown in Table 3. Table 3 Proposed works Stage Stage 4A
Details of Works - Trenching works along Albert Street (within the southern slip lane) down to 3m in depth; o Works along the east side of Albert Street within the slip lane will be along the ramps to/from Durham Lane, within the roadway. - Trenches along both sides of Kingston Street. Kingston Street will require closure for 4 to 6 weeks to undertake these works. - Five pits (8m maximum depth) within Victoria Street to provide for microtunnelling using a micro Tunnel Boring Machine (MTBM). Work in this area will be split into two separate ’stages’ to ensure traffic access is maintained at all times. Will require canopy removal to enable machinery access. - Removal of canopies along buildings on the eastern side of Albert Street and northern side of Victoria Street West (near the intersection of Albert Street and Victoria Street). - Removal of canopies along the southern side of Wellesley Street and the western side of Mayoral Drive (near the Albert Street / Wellesley Street intersection). - Establishment of the CSA at the Bledisloe carpark (start in December 2019 and planned to be operational in March 2020), will require the removal of trees within this area and along Mayoral Drive.
Duration of Works (approximate) 4 months (Dec 2019 – March 2020)
Earthwork volumes = 1,000 m3 (approx. including trenching and pits)
Stage 4B
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- Full closure of the Wellesley Street / Albert Street intersection to enable the construction of various east-west and north-south trenches to occur within the intersection (up to 2m deep). - Southwest directional service drilling along Wellesley Street between Albert Street and Federal Street. - Some of these works will occur outside of the Designation 1 (AUP(OP) ref 2500-1) area and therefore fall outside the scope of this OPW.
4 months (March 2020 – July 2020)
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan Earthwork volumes = 1,700m3 (approx.) Stage 5
- Will involve a series of Joint bays and pulling pits, formed across the Stage 4 and 5 work areas. Joint bays to be 3m long by 2m wide with a depth of 1.5m across Victoria Street and Wellesley Street intersections with Albert Street.
1 month (July 2020 – August 2020)
Earthwork volumes = 435m3 (approx.) CSA
Surface of CSA area to be levelled - involves earthworks and the installation of retaining walls (further description provided CEMP addendum). Trees located within the CSA footprint and some along Mayoral Drive will need to be removed (further description provided in TVDWP).
CSA will be established from December 2019 and will be in operation in March of 2020, remaining in operation until the completion of the Project
CSA Earthworks Volume = 1300m3 (approx.) Cut and fill Volumes for CSA; · · ·
Cut: 1000m3 (approx.) Fill: 1000m3 (approx.) Surge pile establishment – Cut: 300m3 (approx.)
Fill is to be a mixture of the following: · · Total
Cut to fill aggregate from site Imported crushed concrete or Hardfill 80 depending on availability
Total length of trench 500m resulting in approximately 3,435m3 of spoil being remove = (trenching Stage 4a – 1,700m3, Stage 4b – 435m3, and CSA 1300m3)
Approx. 9 months
Details of the construction equipment that is likely to be used in the above activities and the associated noise levels can be found in Section 4.1 of the CNV DWP and Section 4 of the CNV DWP addendum. Details of the equipment that is expected to generate high levels of vibration can be found in the CNV DWP addendum. The equipment levels detailed are placeholders. All equipment will be measured operating independently and then actual equipment noise/vibration levels and model numbers will be recorded and updated within the table.
4. Façade performance and internal noise levels 4.1 Noise The utility relocation works are located so close to a number of receivers that internal noise levels will be high. Use of the gas cutter (during canopy removal), chainsaw (during tree removal), piling rig, concrete saw, concrete breaker, plate compactor and hydro-vac have the potential to exceed the Project noise criteria. An enclosure is unlikely to be practical in a number of locations due to space restrictions on site. It is recommended that the suitable use of enclosures is determined at each location once details regarding the equipment and size of working area are available. An enclosure will form the best practicable option for noise mitigation if it is able to be installed safely around working equipment.
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| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan The works are of a relatively short duration and noisy activities will only take place for a short time period. It will be necessary to consult further with each affected receiver before works begin so that noisy activities can be scheduled, where possible, for a time that least impacts them. With the above mitigation and management measures implemented and barriers installed, the noise levels at the most exposed façade of a number of properties will still exceed the noise criteria by more than 5dB during some construction activities. These properties are detailed in Table 4 along with an estimate of the current façade performance and the worst-case internal noise levels during utility relocation works.
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| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan Table 4 Estimated internal noise levels Address
Floor
External noise level dB LAeq
Façade Build-up / Expected performance (dB Rw)
22 Durham Street West - Media School – Tower at 92 Albert Street
Ground floor: Building entrance lobby, café area
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
Ground floor is the building lift lobby and a small café/coffee shop area. The building is accessed via sliding doors to Albert Street. The estimated façade performance on the ground floor is 25 dB Rw.
Level 1-4: Vacant Level 5: Design School Lecture Theatre
80 - 90 dB
N/A Lecture theatre façade is 100% glazed. The room is mechanically ventilated. The estimated façade performance is 30 dB Rw.
Expected Worst-Case Internal Noise Level (dB LAeq) / Potential Effects 60 – 70 dB when doors are closed. Annoyance to staff and customers.
N/A 50 – 60 dB Annoyance to staff and students. Lectures may be interrupted by construction noise. There is the potential for reduced speech intelligibility.
Specific Mitigation Measures
Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. N/A Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine
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CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
22 Durham Street West
Level 6-11: Vacant: Level 12: Offices
75 – 85 dB
N/A Office façade is 90% single glazing. Offices are mechanically ventilated. Background noise in the offices is estimated to be 50 60 dBA. The estimated façade performance is 30 dB Rw.
N/A 45 – 55 dB
Level 14-20: Media Design School
70 - 80 dB
The classrooms and learning areas on the Albert Street façade are approximately 90100% glazed. The rooms are mechanically ventilated. The estimated façade performance is 30 dB Rw.
N/A
Level 4: Lollipops Childcare
65 – 75 dB (at most exposed area of façade) 50 – 55 dB (outdoor play area)
Lollipops Childcare does not have a façade facing Albert Street.
35 – 45 dB (internal)
The nursery has a glazed façade onto a balcony overlooking Durham Street West. The estimated façade performance with the doors closed is 30 dB Rw. The childcare centre has an outdoor play area located on the Durham Street West façade on level 4. The area benefits from a Perspex screen at the façade, which Page 11
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
if noisy works can be scheduled for a time when these lecture theatres are not in use. N/A Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2 day period per stage. As per condition 37.2, the exceedance is less than 5dB and will not exceed a period of up to 2 consecutive weeks in any 2 months. Monitoring will be undertaken to confirm actual noise levels. No further specific mitigation is required at this stage. Worst-case noise levels will be intermittent in nature and will occur when works are at the intersection with Albert Street and Durham Street West. Façade measurements will be carried out to determine the actual façade performance of the sleeping areas. If the façade tests show that internal noise levels will exceed the criteria, noisy works will be undertaken outside of sleeping hours. Construction noise levels should be measured in the outdoor play
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan provides an estimated 10dB additional screening from external levels at the façade.
76 Albert Street
65 Albert Street – Auckland District Court
Ground floor and above: City Garden Apartments
Ground floor and above: Auckland District Court
GF N/A - 1F and above; 70 80 dB – the apartment building is set back a significant distance from Albert Street and is screened from noise at street level by intervening buildings.
We were unable to gain access to the apartments to assess the façade.
GF: 60 – 70 dB (including attenuation provided to ground floor by noise barrier), 1F and above: 70 – 80 dB
Courtrooms on floors 2 and 3 have facades facing Kingston Street and are approximately 30% single glazing with an estimated façade performance of 35 dB Rw. The courtrooms are mechanically ventilated throughout. Jury rooms and judicial offices on floors 1, 4 and 10-12 on both Albert Street and Kingston Street facades are up to 90% glazing with an estimated façade performance of 35 dB Rw. Secondary glazing was installed in some of the
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N/A
35 - 45 dB in courtrooms without secondary glazing installed. This would result in interference with digital audio recording equipment and court proceedings.
area to ensure levels during the operation of noisy equipment do not exceed 55 dB LAeq. The contractor will liaise with the childcare centre and schedule noisy operations at a time that does not coincide with Lollipops use of their outdoor area. The building manager had no noise or vibration concerns. As per condition 37.2, the exceedance is less than 5dB and will not exceed a period of up to 2 consecutive weeks in any 2 months. Monitoring will be undertaken to confirm actual noise levels. No further specific mitigation is required at this stage. Noisy activities must be scheduled for a time when the court is not in session. The contractor will liaise with the court in advance of noisy works commencing if it is not possible to complete works at a time when the court is not in session.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan courtrooms overlooking Albert Street as part of the C2 works.
83 Albert Street
87-89 Albert Street
Ground floor: Coffee Right cafe
Ground floor: Da Vinci Restaurant
First floor and above: Offices with multiple tenancies
Page 13
65 – 75 dB (including attenuation provided to ground floor by noise barrier)
65 - 75 dB (including attenuation provided to ground floor by noise barrier)
75 – 85 dB
An internal construction noise limit of 40 dB LAeq is recommended for the court rooms on the Albert Street façade. The façade is approximately 75% single glazed, 25% masonry wall. The estimated façade performance is 30 dB Rw. The café is mechanically ventilated. The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The estimated façade performance with the door closed is 30 dB Rw.
The façade is approximately 90% single glazing throughout. The windows are openable but well-sealed. The building is mechanically ventilated throughout. The estimated façade performance with the door closed is 30 dB Rw.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
35 – 45 dB with the door closed
Noise levels are expected to comply with the project criteria at ground floor level with screening provided to ground floor by noise barriers around construction works.
35 – 45 dB with the door closed
Noise levels are expected to comply with the project criteria at ground floor level with screening provided to ground floor by noise barriers around construction works.
45 – 55 dB with windows closed
Further liaison with restaurant will be required prior to commencement of canopy removal works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
93 Albert Street
Ground floor: Roma Blooms Florist
85 Albert Street
Vacant
52 Victoria Street West
Ground floor: Subway Restaurant
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1
75 – 85 dB (including attenuation provided to ground floor by noise barrier) 85 – 95 (including attenuation provided to ground floor by noise barrier)
-
-
-3
-
Façade is 75% single laminated glazing. The door to Victoria Street West is open the majority of the time, meaning internal noise levels are elevated due high levels to external noise. The estimated façade performance with the door closed is 30 dB Rw.
55 – 65 dB with the door closed. Annoyance to staff and customers
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Further liaison with building occupants will be required prior to commencement of canopy removal works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further liaison with building occupants will be required prior to commencement of canopy removal works. -
Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan 62 Victoria Street West
Ground floor and first floor: Multiple tenancies
85 – 95 (including attenuation provided to ground floor by noise barrier)
-3
-
-
99 Albert Street (AA Building)
Ground floor: Entrance to office building.
N/A
Not a noise sensitive space.
N/A
N/A
85 – 95 (including attenuation provided to ground floor by noise barrier)
The façade to the AA store is 90% laminated glazing. The store has two doorways on to Albert Street, opening frequently. The store keeps the doors closed when customers are not entering/departing the store. The store has mechanical ventilation, with an estimated façade performance of 25 dB Rw.
60 - 70 dB with the door closed. Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works.
Not a noise sensitive space. All rooms are mechanically ventilated with single glazed windows. The estimated façade performance is 30 dB R w.
N/A 55 – 65 dB Annoyance and reduction in work efficiency
AA Retail Store
Levels 1-3 are car parking Levels 4 – 17: Offices
N/A 85 – 95 dB
Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. N/A Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties
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CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
66 Victoria Street West
Ground Floor: Seven Mart
First floor: Gloria Jeans Coffee shop (accessed via Federal Street)
68 Victoria Street West
Page 16
Ground floor: Velvet Burger accessed via 80 Federal Street.
80 – 90 dB (including attenuation provided to ground floor by noise barrier)
85 – 95 dB
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
Façade is mixture of single glazing and brickwork with an estimate façade performance of 30 dB Rw. The door to Victoria Street West is open the majority of the time which greatly reduces the sound insulation performance of the façade.
50 – 60 dB with the doors closed. Annoyance to staff and customers
The coffee shop is accessed via Federal Street. The firstfloor seating area extends to the Victoria Street façade of 66 Victoria Street. The façade is approximately 35% single glazed sash windows. The building is mechanically ventilated throughout. The estimated façade performance is 35 dB Rw.
50 – 60 dB Annoyance to staff and customers
Façade is totally open to Victoria Street (roller door). The restaurant plays background music and traffic on Victoria Street is clearly audible when the roller door is open. The estimated façade performance is 20 dB Rw.
65 – 75 dB Annoyance to staff and customers. Conversation between customers and between customers and staff may be difficult/disrupted for brief periods.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
before works begin to determine if noisy works can be scheduled for a time that causes minimum impact. Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled outside of their busiest times. Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
55-61 Victoria Street West
Ground Floor: Photo store
Ground floor: Mai Tai restaurant entrance Page 17
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
N/A
The façade is 90% glazed with a door opening to Victoria Street. The estimated façade performance with the door closed is 30 dB Rw.
N/A
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
55 – 65 dB with doors closed. Annoyance to staff and customers
N/A
Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled outside of their busiest times. Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. N/A
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan Ground floor: Taj Mahal
Ground floor: Café Midnight Express
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade is approximately 75% single glazed with no mechanical ventilation. The estimated façade performance is 30 dB Rw.
The Façade is approximately 75% single glazing with a glazed door access. The building has no mechanical ventilation. Estimated façade performance is 30 dB Rw.
55 – 65 dB with doors closed. Annoyance to staff and customers
55 – 65 dB with doors closed. Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside
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CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Ground floor: Kebab Time
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
This building does not have a façade and only has a roller door which is kept open. Estimated façade performance is 0 dB Rw.
85 – 95 dB with shutters open. Staff and customers will be greatly affected.
neighbouring properties over an additional 2-day period per stage. Screening provided to ground floor by noise barriers around construction works. Noisy works will be intermittent in nature and will occur outside the restaurant for a period of 1-3 days. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact or when the store is closed.
First floor: Mai Tai restaurant
63 Victoria Street West
Page 19
Ground floor: Pawn Shop
85 – 95 dB
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade is approximately 50% single glazing sash windows. The estimated façade performance is 30 dB Rw.
55 – 65 dB with windows closed. Annoyance to staff and customers
The façade is a glazed doorway with 50% single glazed window and masonry wall. The estimated façade performance with the door closed is 35 dB Rw.
50 – 60 dB with the door closed. Annoyance to staff and customers.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Mobile screening of minimum 3m height to be used for works outside Kebab Time wherever practicable. Noisy works will be intermittent in nature and will occur outside the bar for a period of 1-3 days. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. No consultation comments to incorporate as the owner was not concerned about noise and vibration. Screening provided to ground floor by noise barriers around
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing.
69 Victoria Street West
71 Victoria Street West
Page 20
Ground floor: Hells Pizza
75 – 85 dB (including attenuation provided to ground floor by noise barrier)
Façade is 90% single glazing with bi-folding doors that are kept open for ventilation. No mechanical ventilation available. The estimated façade performance is 30 dB Rw with doors closed but this will be reduced when the door is open.
45 – 55 dB when doors are closed.
First floor: Mexican Café located at 67 Victoria Street Ground floor and first floor: Fiddler Irish Bar
-
See 67 Victoria Street West.
N/A
Ground floor: 75 – 85 dB (including attenuation provided to ground floor by noise barrier), First floor: 85 – 95 dB
The façade at the ground floor is brickwork and 50% single glazing, the space is not mechanically ventilated, and an estimated performance of 30 dB Rw.
Ground floor: 45 – 55 dB
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
First floor: 55 – 65 dB Annoyance to staff and customers
Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing. N/A
Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan First floor façade is single glazed with a balcony area with a direct view over Victoria Street. The estimated façade performance with the door closed is 30 dB Rw.
67 Victoria Street West –
Ground floor: Access to Mexican Cafe Ground floor: Victoria Street News agency
The benefit of screening will be less pronounced at first floor level. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
N/A
Not a noise sensitive space.
N/A
70 – 80 dB
The façade at ground floor is 50% single glazing with a glazed door that is usually propped open for access. No mechanical ventilation inside the store. The estimated façade performance with the door closed is 30 dB Rw.
40 – 50 with the windows closed
Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. N/A Screening provided to ground floor by noise barriers around construction works. Attenuation provided by noise barriers may be reduced during sheet piling works on Victoria Street due to the elevated nature of the noise source. Further consultation will take place with affected parties prior to works commencing. No consultation comments to incorporate as the owner has no noise/vibration concerns.
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CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan First floor: Mexican Café
75 Victoria Street West
Page 22
Ground floor: Hummus and falafel Ground floor: Convenience store First floor and above: Apartments
First floor: 75 - 85 dB
First floor: Façade is 90% single glazing (folding doors) on to outside balcony dining area overlooking Victoria St with no mechanical ventilation. The estimated façade performance with the door closed is 30 dB Rw. With windows open the estimate façade performance is 10 dB R w.
45 - 55 dB (windows closed) Annoyance to staff and customers 65 – 75 dB (windows open) Annoyance to staff and customers
_2
-
-
_2
-
-
Ground Floor: 85 – 95 (including attenuation provided to ground floor by noise barrier), First floor and above: 90 – 100 dB, reducing with elevation.
All apartments within the building are mechanically ventilated. The building is of modern construction with openable windows in every apartment. The estimated façade performance with the windows closed is 35 dB RW.
55 – 65 dB with windows closed. Annoyance and sleep disturbance to building occupants if work is carried out during sleeping hours.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Screening provided to ground floor by noise barriers around construction works. The benefit of screening provided by noise barriers will be reduced at first floor level. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2 day period per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. Consultation to take place in November/December 2019. Consultation to take place in November/December 2019. Screening provided to ground floor by noise barriers around construction works. The benefit of screening provided by noise barriers will be reduced at first floor level and above. Apartments will not benefit from screening provided to the ground floor.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
23 Victoria Street West - TAB
25 Victoria Street West - Daikoku
Page 23
Ground floor: TAB shop
Ground floor: Daikoku Restaurant
Ground floor: Ground Floor: 85 – 95 (including attenuation provided to ground floor by noise barrier)
Ground floor: Ground Floor: 85 – 95 (including attenuation provided to ground floor by noise barrier)
Store is mechanically ventilated with a door to Victoria Street West. The estimated façade performance with the door closed is 35 dB RW.
55 – 65 dB with the door closed.
The restaurant is mechanically ventilated with an openable window to Victoria Street West and a front door to the Countdown atrium. The estimated façade performance with the external window closed is 30 dB Rw.
55 – 65 dB with the window closed.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
27-35 Victoria Street West – President Hotel
Ground Floor and above: President Hotel
Ground Floor: 85 – 95 (including attenuation provided to ground floor by noise barrier), First floor and above: 85 – 95 dB, reducing with elevation.
All hotel rooms are mechanically ventilated with one openable window. The estimated façade performance is 35 dB Rw with windows closed.
50 – 60 dB with windows closed. Annoying and disturbing staff or guests. Internal noise levels during utility works are likely to exceed the 35 – 40 dB LAeq criteria of AS2107:2016 for hotels bedrooms in inner city areas.
are occurring outside neighbouring properties over an additional 2-day period per stage. Screening provided to ground floor by noise barriers around construction works. The benefit of screening provided by noise barriers will be reduced at first floor level and above. Noisy works will be intermittent in nature and will occur outside the hotel for a period of 1-3 days. 1.
2.
3. 4.
Advance notice should be given 24 hours in advance of concrete cutting, breaking and compacting. Minimise period of concrete cutting, breaking and compacting. Manage unnecessary impact sounds. Schedule concrete cutting, breaking and compacting during periods outside of sleeping hours.
The President Hotel have raised concerns regarding noise and vibration and highlighted that customers sleep during the daytime on occasion. Further consultation will take place with the affected parties before works begin to determine if noisy works Page 24
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
98-102 Albert Street
First floor and above: Surf n Snow
85 – 95 dB
Bedrooms are located on Level 1 and above. Windows are single glazed with trickle vents. Hotel bedrooms have sliding doors opening onto balconies and windows are single glazed laminate. The current façade performance with doors closed is estimated to be 30 dB Rw.
55 – 65 dB with windows/doors closed. Annoying and disturbing staff or guests. Sleep disruption if carried out during nighttime/early morning hours. Internal noise levels during utility works are likely to exceed the 35 – 40 dB LAeq criteria of AS2107:2016 for hotels bedrooms in inner city areas. Noisy works will occur outside the hotel for a period of days.
can be scheduled for a time that causes least impact. Screening provided to ground floor by noise barriers around construction works. The benefit of screening provided by noise barriers will be reduced at first floor level and above. Noisy works will be intermittent in nature and will occur outside the hostel for a period of 1-3 days. 1.
2. 3. 4.
98-102 Albert Street (100 Albert Street – Rio Café)
Page 25
Ground floor: Rio Cafe
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
Shop front is comprised of single glazed bi-folding doors which are usually left completely open. The estimated façade performance with the door closed is 30 dB Rw.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
55 – 65 dB when doors are closed. Annoyance to staff and customers
Advance notice should be given 24 hours in advance of concrete cutting. Minimise period of concrete cutting. Manage unnecessary impact sounds. Schedule concrete cutting during periods outside of sleeping hours.
Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. Screening provided to ground floor by noise barriers around construction works.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan 98-102 Albert Street (98 Albert Street – The Cut) 98-102 Albert Street (Auckland Print Shop)
Ground Floor: Printing shop
98-102 Albert Street (NZ Buy) 98-102 Albert Street (Nourishing Life) 39 Victoria Street West
41 Victoria Street West
Ground floor: Little Yum Cafe
Ground floor: Pita Pit restaurant
First floor: Giga Net Café, Massage Parlour Page 26
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
-2
-
Consultation to take place in November/December 2019.
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade is masonry with a single glazed door from the street into the store with no mechanical ventilation. The estimated façade performance with the door closed is 35 dB Rw. The estimated façade performance with the door open is 15 dB Rw. -2
55 – 60 dB (with door closed) Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works.
-
Consultation to take place in November/December 2019.
-2
-
Consultation to take place in November/December 2019.
Ground floor: Little Yum café. The façade is 90% single glazing with double doors that open onto Victoria Street. The façade performance is currently estimated to be 30 dB Rw. Façade is 70% single glazing. Property is accessed from doorway that is propped open. No mechanical ventilation is visible. The estimated façade performance with the door closed is 30 dB Rw.
55 – 65 dB when doors are closed.
Screening provided to ground floor by noise barriers around construction works.
Façade is masonry and approximately 40% single glazing. The façade
50 – 60 dB Annoyance to staff and customers
85 – 95 dB (including attenuation provided to ground floor by noise barrier) 85 – 95 dB (including attenuation provided to ground floor by noise barrier) 85 – 95 (including attenuation provided to ground floor by noise barrier)
85 – 95 (including attenuation provided to ground floor by noise barrier)
85 – 95 dB
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Annoyance to staff and customers
55 – 65 dB when doors are closed. Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works. Mobile screening of minimum 3m height to be used for works outside Pita Pit wherever practicable. The benefit of screening provided by noise barriers will be reduced at first floor level.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan performance is currently estimated to be 35 dB Rw.
43 Victoria Street West
Ground floor: Zhou’s Alley Restaurant
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
45 Victoria Street West
Ground floor: Liquor and Tob City
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
47 Victoria Street West – City Photo
Ground floor: City photo
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
37 Wellesley Street – Econolodge Hotel
Ground floor and above: Econolodge Hotel
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
Page 27
Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2 day period per stage.
The façade consists of 90% bifolding single glazed doors. The estimated façade performance with the doors closed is 30 dB Rw.
55 – 65 dB when doors are closed. Annoyance to staff and customers.
The façade consists of 40% glazing with a door that is propped open. The estimated façade performance is 30 dB Rw with the door closed. The façade consists of 40% glazing with a door that is propped open. The estimated façade performance is 30 dB Rw with the door closed. The façade on the first floor consists of approximately 90% single glazing with doors onto a balcony space. The estimated façade
55 - 65 dB when doors are closed. Annoyance to staff and customers
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. Screening provided to ground floor by noise barriers around construction works. No consultation comments to incorporate as the owner has no noise/vibration concerns. Screening provided to ground floor by noise barriers around construction works.
55 – 65 dB when doors are closed. Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works.
55 – 65 dB when windows are closed. Annoyance to guests and sleep distance if works are
Screening provided to ground floor by noise barriers around construction works.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
44 - 52 Wellesley Street West
Ground Floor (Mayoral Drive façade): Christian Reading Centre
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
performance with windows closed is 30 dB Rw.
carried out during sensitive hours.
The façade above second floor level is approximately 40% single glazed with openable windows. The façade performance with windows closed is estimated to be 35 dB Rw.
50 – 60 dB when windows are closed. Annoyance to guests and sleep distance if works are carried out during sensitive hours.
The façade consists of approximately 95% single glazing. The building is mechanically ventilated with automatic doors onto Mayoral Drive. The estimated façade performance with the door open is 30 dB Rw.
55 – 65 dB when doors are closed. Annoyance to staff and customers
The benefit of screening provided by noise barriers will be reduced at first floor level and above. Hotel bedrooms will not benefit from screening provided to the ground floor. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the Econolodge before works begin to determine if noisy works can be scheduled for a time that causes least impact. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine
Page 28
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan if noisy works can be scheduled for a time that causes least impact.
Ground Floor (Mayoral Drive façade): Crayon Nail & Beauty
Ground Floor (Mayoral Drive façade): Western Union
Page 29
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade consists of approximately 80% single glazing with double doors opening onto Albert Street. The building has no mechanical ventilation. The estimated façade performance with the door open is 30 dB Rw.
The façade consists of approximately 90% single glazing. The building is mechanically ventilated with automatic doors onto Mayoral Drive. The estimated façade performance with the door open is 30 dB Rw.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
55 – 65 dB when doors are closed. Annoyance to staff and customers
Mobile screening of minimum 3m height to be used for works outside 44-52 Wellesley Street wherever practicable. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
55 – 65 dB when doors are closed. Annoyance to staff and customers
Mobile screening of minimum 3m height to be used for works outside 44-52 Wellesley Street wherever practicable. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
54 - 56 Wellesley Street West – Wellesley Court Building 135 Albert Street – Auckland Council
15-35 Wellesley Street West
First Floor and above: Offices Ground floor:
First floor and above: Unknown use. Ground Floor: Council Reception Area First floor and above: Offices 17 Wellesley Street – Ground Floor: Guerilla Espresso
19 Wellesley Street West – Ground Floor: Launderette Page 30
90 – 100 dB
-2
-2
85 – 95 dB (including attenuation provided to ground floor by noise barrier) 85 – 95 dB
-1
-1
Mobile screening of minimum 3m height to be used for works outside 44-52 Wellesley Street wherever practicable. Consultation to take place in November/December 2019. -1
-1
-1
-1
85 – 95 dB (including attenuation provided to ground floor by noise barrier) 90 – 100 dB
-1
-1
-1
-1
-1
-1
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade consists of approximately 80% single glazing and is accessed by a glazed door. The building has no mechanical ventilation. The estimated façade performance with the door open is 25 dB Rw.
60 – 70 dB when doors are closed. Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works.
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade consists of approximately 90% single glazing and is accessed by a glazed door. The building has
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
55 – 65 dB when doors are closed.
Mobile screening of minimum 3m height to be used for works outside 17 Wellesley Street wherever practicable. Screening provided to ground floor by noise barriers around construction works.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
21 Wellesley Street West - Ground Floor: City Convenience Superette
21A Wellesley Street West – Ground Floor: Kaishi
Page 31
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
mechanical ventilation. The estimated façade performance with the door open is 30 dB Rw. The space is not considered to be noise sensitive as it contains noisy washing/drying equipment. The façade consists of approximately 80% single glazing and is accessed by a glazed door. The building has no mechanical ventilation. The estimated façade performance with the door open is 30 dB Rw.
The façade consists of approximately 90% single glazing and is accessed by a glazed door. The building has no mechanical ventilation. The estimated façade performance with door closed is 30 dB Rw.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Mobile screening of minimum 3m height to be used for works outside 19 Wellesley Street wherever practicable.
55 – 65 dB when doors are closed. Annoyance to staff and customers
Screening provided to ground floor by noise barriers around construction works. Mobile screening of minimum 3m height to be used for works outside 21 Wellesley Street wherever practicable.
55 – 65 dB when doors are closed. Annoyance to staff and customers
Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage.
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
21B Wellesley Street – Ground Floor: Chawlas Indian Restaurant
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade consists of approximately 90% single glazing and is accessed by a glazed door. The building has no mechanical ventilation. The estimated façade performance with the door open is 30 dB Rw.
55 – 65 dB when doors are closed. Annoyance to staff and customers
Mobile screening of minimum 3m height to be used for works outside 21A Wellesley Street wherever practicable. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact.
25-27 Wellesley Street West – Ground Floor: Tonys Steak House
Page 32
85 – 95 dB (including attenuation provided to ground floor by noise barrier)
The façade consists of approximately 85% single glazing and is accessed by a glazed door. The building has mechanical ventilation. The estimated façade performance with the door open is 35 dB Rw.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
50 – 60 dB when doors are closed. Annoyance to staff and customers
Mobile screening of minimum 3m height to be used for works outside 21B Wellesley Street wherever practicable. Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled outside of opening hours which are 11:45 – 14:15 and 17:00 and 22:00 Monday to Sunday.
11 Mayoral Drive
First Floor and above: Unknown use -
128 Albert Street – Crowne Plaza Hotel
-
24 Wellesley Street West – Auckland Council (Bledisloe House)
-
182 Federal Street – Residential Building
-
291-297 Queen Street - Civic Theatre
Ground floor and above: Performance space and ancillary rooms.
Page 33
85 – 95 dB
-1
-1
Mobile screening of minimum 3m height to be used for works outside Tonys Steak House wherever practicable. -1
85 – 95 dB (including attenuation provided to ground floor by noise barrier) Ground Floor: 75 – 85 dB (including attenuation provided to ground floor by noise barrier), First Floor and above: 80 – 90 dB Ground floor: 70 – 80 dB (including attenuation provided to ground floor by noise barrier), First floor and above: 75 – 85 dB Ground floor: 70 – 80 dB (including attenuation provided to ground floor by noise barrier), First floor and above: 75 – 85 dB Ground Floor: 65 – 75 dB (including attenuation provided to ground floor by
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
The façade is a combination of masonry and glass to ancillary rooms. The façade
Noise from the utility works is not expected to be audible in
Screening provided to ground floor by noise barriers around construction works.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan noise barrier), First floor and above: 70 – 80 dB.
109 – 125 Albert Street – Sky City
-
48-52 Mayoral Drive – Aotea Centre
Ground floor and above: Performance spaces and ancillary rooms.
Ground floor: 65 – 75 dB (including attenuation provided to ground floor by noise barrier), First floor and above: 70 – 80 dB Ground floor: 55 – 65 dB (including attenuation provided to ground floor by noise barrier), First floor and above: 60 – 70 dB
performance is estimated to be at least 45 dB Rw to internal spaces within the Civic Theatre. Performance spaces are located within the building away from external facades facing the works.
Civic Theatre performance spaces.
-1
-1
The façade is a combination of masonry and glass to ancillary rooms. The façade performance is estimated to be at least 45 dB Rw to internal spaces within the Aotea Centre. Performance spaces are located within the building away from external facades facing the works.
Noise from the utility works is not expected to be audible in Aotea Centre performance spaces.
Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Noise levels may still exceed the criteria whilst works are occurring outside neighbouring properties over an additional 2-day period per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact. -1
Screening provided to ground floor by noise barriers around construction works. Worst-case noise levels will be intermittent in nature and will occur when works are directly outside over a period of 1-3 days per stage. Further consultation will take place with the affected parties before works begin to determine if noisy works can be scheduled for a time that causes least impact.
Page 34
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan 72-78 Victoria Street – Sky City
-
77-85 Victoria Street West – Residential
-
Ground floor: 70 - 80 dB (including attenuation provided to ground floor by noise barrier), First floor and above: 75 - 85 dB Ground floor: 70 – 80 dB (including attenuation provided to ground floor by noise barrier), First floor and above: 75 – 85 dB
-1
-1
-1
-1
-1
-1
Notes: 1. 2. 3. 4.
Page 35
Not consulted as CRLL manage this relationship and will be arranging a time for consultation. Not consulted as owner/manager was unavailable. Not consulted as property is currently vacant. Not consulted as Federal Street address is outside of works area identified.
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
4.2 Vibration In addition to the general noise and vibration control measures outlined in Section 5.0 of the CNV DWP, the specific vibration mitigation measures outlined in Table 5 should be implemented if the initial on-site vibration monitoring demonstrates that the building damage vibration limits will be exceeded. Table 5 Vibration Mitigation Measures Equipment/process Excavators, bobcats, loaders
Vibration control measures Grease tracks regularly. Avoid unnecessary revving of engines and banging of buckets on the ground. Use smaller equipment where possible.
Excavator mounted rock breaker
Use lower vibration generating equipment such as a handheld jack hammer
Roller compactor (17t)
Use a smaller compactor, less than 10t
Site-specific vibration mitigation measures are included in Table 6. Table 6 Site-Specific Vibration Mitigation Measures Address
Minimum distance to works (m)
Building type
Specific Mitigation Measures
65 Albert Street (Auckland District Court)
1
Historic/Vibration Sensitive
Vibration may be felt within the court building. Further liaison will take place with the District Court and highvibration emitting works scheduled for a time that does not coincide with court hours.
98-102 Albert Street
3
Historic/Vibration Sensitive
Vibration may be felt within 98-102 Albert Street. Monitoring will be carried out once use of the excavator begins within 10 metres of the building to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. Further liaison will take place and high-vibration emitting activities scheduled outside of early morning and evening hours, when building occupants may be sleeping.
66 Victoria Street West
2
Historic/Vibration Sensitive
Vibration may be felt within 66 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 10 metres of the building, and when sheet piling begins within 25 metres of the building, to determine the actual levels of vibration from the equipment used.
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| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. 68 Victoria Street West
8
Historic/Vibration Sensitive
Vibration may be felt within 68 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 10 metres of the building, and when sheet piling begins within 25 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
75 Victoria Street West
1
Residential
Vibration may be felt within 75 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 5 metres of the building, and when sheet piling begins within 13 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
27-35 Victoria Street West
1
Mixed Use
Vibration may be felt within 27-35 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 5 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
22 Durham Street West (Tower at 92 Albert Street)
1
Commercial
Vibration may be felt within 22 Durham Street. Monitoring will be carried out once construction works begin within 3 metres of the building to determine the actual levels of vibration from the equipment used. Further liaison will take place and high-vibration emitting activities scheduled outside of early morning and evening hours, when building occupants may be sleeping.
55-61 Victoria Street West
5
Commercial
Vibration may be felt within 55-61 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, and when
Page 37
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan sheet piling begins within 7 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable. 99 Albert Street
1
Commercial
Vibration may be felt within 99 Albert Street. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, and when sheet piling begins within 7 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
71 Victoria Street West
1
Commercial
Vibration may be felt within 71 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, and when sheet piling begins within 7 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
69 Victoria Street West
4
Commercial
Vibration may be felt within 69 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, and when sheet piling begins within 7 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
67 Victoria Street West
4
Commercial
Vibration may be felt within 67 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, and when sheet piling begins within 7 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select
Page 38
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan low vibration-emitting equipment where practicable. 62 Victoria Street West
4
Commercial
Vibration may be felt within 62 Victoria Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, and when sheet piling begins within 7 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
135 Albert Street
8
Commercial
Vibration may be felt within 135 Albert Street. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
54-56 Wellesley Street West
5
Commercial
Vibration may be felt within 54-56 Wellesley Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
44-52 Wellesley Street West
1
Commercial
Vibration may be felt within 44-52 Wellesley Street West. Monitoring will be carried out once use of the excavator begins within 3 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
15-35 Wellesley Street West
1
Historic/Vibration Sensitive
Vibration may be felt within 15-35 Wellesley Street West. Monitoring will be carried out once use of the excavator begins within 10 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select
Page 39
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan low vibration-emitting equipment where practicable. 11 Mayoral Drive
1
Historic/Vibration Sensitive
Vibration may be felt within 11 Mayoral Drive. Monitoring will be carried out once use of the excavator begins within 10 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
37 Wellesley Street West
1
Residential
Vibration may be felt within 37 Wellesley Street West. Monitoring will be carried out once use of the excavator begins within 5 metres of the building, to determine the actual levels of vibration from the equipment used. The Project team will review the construction methodology and select low vibration-emitting equipment where practicable.
Excavator mounted rock breakers must not be used within 16m of the Bluestone Wall unless on site measurements demonstrate vibration levels are lower than predicted from this item of plant. Hand held jack hammers or alternative low vibration generating equipment should be used within this distance. Similarly, small compactors, less than 10t should be used when within 15m of the Bluestone Wall.
5. Communication and Consultation Section 6.0 of the CNV DWP details the communication procedures in relation to construction noise and vibration effects. The complaints process is detailed in Section 6.2 of the CNV DWP. Consultation with the stakeholders identified in this SSCNVMP took place from early September 2019. Topics that were covered included: · · · · · ·
Sequencing of construction activities Likely equipment and associated noise and vibration levels Proposed mitigation and management measures Construction of their buildings Operational hours of their businesses Operating environment that is required by the businesses
Further details of the meetings and comments made by the stakeholders are provided in Appendix C of the CNV DWP addendum.
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| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
6. Monitoring Section 7.0 of the CNV DWP provides details of the methodology for noise and vibration monitoring.
6.1 Noise Monitoring Noise monitoring will be carried out when use of the concrete saw and concrete breakers begins within 20 metres of the buildings detailed in Table 7. The monitoring will be carried out at first floor level unless we are unable to gain access. Table 7 Noise Monitoring Locations Receiver
Monitoring Location
98-102 Albert Street
1m from façade of building
37 Wellesley Street West
1m from façade of building
75 Victoria Street West
1m from façade of building
44-52 Wellesley Street West
1m from façade of building
22 Durham Street (outside 92 Albert Street)
1m from façade of building
54-56 Wellesley Street West
1m from façade of building
27-35 Victoria Street West
1m from façade of building
68 Victoria Street West
1m from façade of building
15-35 Wellesley Street West
1m from façade of building
55-61 Victoria Street West
1m from façade of building
62 Victoria Street West
1m from façade of building
99 Albert Street
1m from façade of building
11 Mayoral Drive
1m from façade of building
37-41 Victoria Street West
1m from façade of building
67 Victoria Street West
1m from façade of building
24 Wellesley Street West
1m from façade of building
83 Albert Street
1m from façade of building
135 Albert Street
1m from façade of building
6.2 Vibration Monitoring Vibration monitoring will be carried out when works begin on site to determine actual equipment vibration levels and the attenuation provided by local ground conditions. If the initial vibration monitoring demonstrates that the emission radius for the plant is similar to that identified in the Page 41
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan CNV DWP addendum, then the monitoring as detailed below will be carried out. If the initial monitoring demonstrates that vibration levels are lower than predicted fewer properties may require monitoring. Vibration monitoring will be carried out at the following receivers when sheet piling works occur within 25 metres, or when the excavator is operating within 10 metres of the following buildings: · · · · ·
68 Victoria Street West 66 Victoria Street West 15-35 Wellesley Street West 11 Mayoral Drive 98-102 Albert Street
Vibration monitoring will be carried out at the following receivers when sheet piling works occur within 12 metres, or when the excavator is operating within 5 metres of the following buildings: · · ·
75 Victoria Street West 37 Wellesley Street West 27-35 Victoria Street West
Vibration monitoring will be carried out at the following receivers when sheet piling works occur within 6 metres, or when the excavator is operating within 3 metres of the following buildings: · · · · · · ·
Page 42
22 Durham Street (Tower at 92 Albert Street) 55-61 Victoria Street West 99 Albert Street 62 Victoria Street West 54-56 Wellesley Street West 44-52 Wellesley Street West 135 Albert Street
| CRL Contract 3 Aotea Utility Relocation Works – Site Specific Construction Noise and Vibration Management Plan
Construction Noise and Vibration Delivery Work Plan
Communications Records
Page 18
| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan Address of Sensitive Receiver
Representatives
Date
Comments
19 Victoria Street West Countdown Level 2/ 17-25 Victoria St West Warehouse Stationary 23 Victoria Street West Tab 25 Victoria Street West Daikoku 27-35 Victoria St West President Hotel
Interview on site with business manager
30/07/19
•
Not concerned about noise and vibration
No comments to incorporate as owner has no noise or vibration concerns.
Interview on site with business manager
30/07/19
•
Not concerned about noise and vibration as they are on the first floor with no glazing to outside.
No comments to incorporate as owner has no noise or vibration concerns.
Interview on site with business owner
30/07/19
•
Not concerned about noise and vibration as they are set back from the street.
No comments to incorporate as owner has no noise or vibration concerns.
Interview on site with business owner
31/07/19
•
Not concerned about noise and vibration
No comments to incorporate as owner has no noise or vibration concerns.
Interview on site with business manager
30/07/19
•
Main concern is the effect of noise and vibration on customers during sleeping hours which can be throughout the day and night. Hotel is open 24 hours / 7 days a week. Hotel rooms are mechanically ventilated with one openable window.
With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise levels from construction works will be audible and may at times be at a level that disturbs guests.
• •
27 Victoria Street West Kiwi Souvenirs 27 Victoria Street West City Star Convenience Store 37 Victoria Street West Lord Nelson Pub
Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them.
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Vibration may be felt but will not be at a level that damages the building. -
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Interview with business owner
30/07/19
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• Page 19
Resolution
| Construction Noise and Vibration Delivery Work Plan
Noise, vibration and dust are major concerns for the owner’s due to previous works on Victoria Street that were perceptible and resulted in bottles/glassware rattling. Open 12:00-14:30 Monday to Fridays and 17:00 – 22:00 Saturday and Sunday
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise
Construction Noise and Vibration Delivery Work Plan • •
39 Victoria Street West Little Yum
Interview with business owner
31/07/19
• • • •
Main pub area is set back with no windows and mechanically ventilated but could feel vibration from previous works. Doors are generally left open during the summer months
Operates between 08:00 – 19:30 everyday Doors are generally kept open throughout the day. Does have mechanical ventilation inside but occupants prefer natural ventilation. Concern with noise and dust affecting customers dining experience.
will be intermittent and over a limited duration of only 5 days per stage. As the business does not open until 12pm noisy works outside this property should be undertaken in the morning, where practicable. Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. It is recommended that doors to the business are kept closed during the high noise generating activities detailed above.
Level 1 / 41 Victoria Street West Giga Net Café / Massage Parlour
Interview with business owner
23/07/19
• • •
Owner has two businesses a Net café in the back and a massage parlour to the front. Noise and vibration are major concerns for the massage parlour clients situated adjacent to the façade of the building. Operates between 11:00 and 18:00 every day and was hoping to extend opening hours.
Vibration may be felt but will not be at a level that damages the building. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. As the massage parlour doesn’t open until 11am, noisy works outside the property should be undertaken before 11am, where practicable.
41 Victoria Street West Ground Floor Pita Pit
Page 20
Interview with business owner
31/07/19
| Construction Noise and Vibration Delivery Work Plan
• • •
General concerns about noise and vibration. Bi-folding doors are generally open in the summer. Outdoor seating area is usually provided in the summer.
Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting,
Construction Noise and Vibration Delivery Work Plan breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. The doors to the business should be closed during noisy works. Noisy activities should not be undertaken during the busy lunch time period, if practicable.
Level 1 / 43 Victoria Street West Oasis Hair Dressing 43 Victoria Street West Zhou’s Alley Restaurant 45 Victoria Street West Liquor and Tob City
Vibration may be felt but will not be at a level that damages the building. -
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Interview with business owner
31/07/19
•
Not concern about noise and vibration.
No comments to incorporate as owner has no noise or vibration concerns.
Interview with business owner
30/07/19
• • •
Operates Monday to Saturdays 10:00 – 11:00. General concerns about noise and vibration. Roller shutter door only which is kept open during opening hours.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be undertaken before 10am, where practicable.
47 Victoria Street West City Photo
Interview with business owner
31/07/19
• •
• • Page 21
| Construction Noise and Vibration Delivery Work Plan
Operates between 09:00 – 18:00 Monday to Saturday. Concerned about noise and vibration and dust due to experience from previous works on Victoria Street. No mechanical ventilation available, which means they have to leave the door open for ventilation. Machinery is not considered sensitive to vibration.
Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage.
Construction Noise and Vibration Delivery Work Plan
55 Victoria Street West Kebab Time
Interview with business manager
•
10/10/19
•
55 Victoria Street West Photo store 55 – 59 Victoria Street West – Mai Tai Restaurant
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Interview with business manager
04/09/19
Business operates between 09:00 – 02:00 Sunday to Thursday and 09:00 to 05:00 Fridays and Saturdays. Owner expressed general concerns about noise and vibration.
Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration may be felt but will not be at a level that damages the building. -
-
• • •
Operates between 12:00 and 15:00 and between 18:00 and 22:30 Monday to Friday and between 18:00 and 22:30 on Saturdays. The building manager expressed concern regarding noise and vibration. No mechanical ventilation is available. Fresh air supply in summer is via openable sash windows.
The Mai Tai restaurant is located on the first floor and will therefore receive only limited benefit from the noise barriers around the works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be undertaken before 12pm, where practicable.
61 Victoria Street West Taj Mahal Restaurant
Page 22
Interview with business manager
10/10/19
| Construction Noise and Vibration Delivery Work Plan
• •
Business operates between 10:00 – 22:00 Monday to Friday. Owner expressed general concerns about noise and vibration.
Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage.
Construction Noise and Vibration Delivery Work Plan Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities should not be undertaken during the busy lunch time period, if practicable.
59 Victoria Street West Café Midnight Express
Interview with business manager
18/09/19
General concerns about noise and vibration
62 Victoria Street West Commercial Building Offices 62 Victoria Street West – Accord Barber 62 Victoria Street West – IE Money 62 Victoria Street West – Glass Goose 62 Victoria Street West – Japanese Brasserie 52 Victoria Street West Subway
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Interview with business owner
06/08/19
•
General concerns about noise and vibration.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities should not be undertaken during the busy lunch time period, if practicable. Vibration may be felt but will not be at a level that damages the building.
Page 23
| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan 5/62 Victoria Street West Coffee Club
63 Victoria Street West Pawn Shop 66 Victoria Street West – Ground floor - Seven Mart
66 Victoria Street West – First floor – Gloria Jeans coffee shop (upstairs seating area)
Interview with business owner
31/07/19
• • •
Interview with business owner
06/08/19
•
Not concerned about noise and vibration
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The convenience store has a door opening on to Victoria Street. The façade is a mixture of glazing and brickwork.
Interview with manager
04/09/19
•
• •
67 Victoria Street West Victoria St News Agency 67 Victoria Street West Mexican Cafe
Page 24
Not concerned about noise and vibration. Background music is played but traffic is audible. Windows are usually left open.
The coffee shop is accessed via Federal Street. The first-floor seating area extends to the Victoria Street façade of 66 Victoria Street. The manager did not express specific concerns about noise and vibration effects. The shops busiest times are early mornings and lunchtimes.
Interview with business owner
06/08/19
•
Not concerned about noise and vibration
Interview with business owner
31/07/19
•
There is a balcony with seating facing Victoria Street. Trickle vents are present.
| Construction Noise and Vibration Delivery Work Plan
•
With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration may be felt but will not be at a level that damages the building. No comments to incorporate as owner has no noise or vibration concerns. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration may be felt but will not be at a level that damages the building. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration may be felt but will not be at a level that damages the building. No comments to incorporate as owner has no noise or vibration concerns.
With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise
Construction Noise and Vibration Delivery Work Plan • • •
69 Victoria Street West Hell’s Pizza
Interview with business owner
•
31/07/19
• • • •
71 Victoria Street West The Fiddler Irish Bar 75 Victoria Street West – Convenience Store 75 Victoria Street West Hummus and Falafel 75 Victoria Street West Residential building
• •
Takeaway business operating between 11:00 to 00:00 Monday to Saturdays. Music from the Fiddler Irish bar next door could be heard. Doors are generally left open. No mechanical ventilation available. Construction noise is not wanted between 11:30 – 01:00 and 18:00 – 20:00.
will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be undertaken before 12pm, where practicable. Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be avoided between 11:30 – 01:00 and 18:00 – 20:00, where practicable. Vibration may be felt but will not be at a level that damages the building. No comments to incorporate as owner has no noise or vibration concerns.
Interview with business owner
31/07/19
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Interview with building manager
11/10/19
• • •
Page 25
Operates between 12:00 - 21:00 Monday to Thursdays and 12:00 - 23:00 Fridays to Saturdays. General concerns regarding noise and vibration about customers comfort levels. Would like further information for long duration construction works. Commented would prefer construction works to have taken place in the mornings.
| Construction Noise and Vibration Delivery Work Plan
Operates between 12:00 – 04:00. Not concerned about noise and vibration.
The building is a total of 24 floors, all of which are apartments with windows to all four facades of the building. The building is mechanically ventilated throughout. The building manager expressed concerns regarding access, visibility of entrance and noise from the works during sleeping hours.
With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage.
Construction Noise and Vibration Delivery Work Plan •
68 Victoria Street West (accessed via 80 Federal Street) Velvet Burger
Interview with business owner
31/07/19
• • • • •
A number of apartments within the building are used for Air BnB, with a check out time of 10am. The building is quietest during the middle of the day and afternoon. All apartments have openable windows. There is no glazing on façade facing Victoria Street, just roller shutters. Concerns raised about dust due to construction. Busiest operating times between 12:00 – 15:00 Monday to Sundays. Temporary barrier preferable to maintain visibility.
Noisy activities outside this property should be avoided between 11:30 – 01:00 and 18:00 – 20:00, where practicable. Vibration may be felt but will not be at a level that damages the building. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be avoided between 12:00 – 15:00 Monday to Sundays, where practicable.
65 Albert Street Auckland District Court
Interview with building manager
29/08/2019
•
•
The District Court was consulted as part of the CRL C2 consultation process and a number of mitigation and management measures were identified. Secondary glazing was installed to the Albert Street façade following the C2 consultation process.
Consultation on 29/08/2019: •
• • • •
Page 26
| Construction Noise and Vibration Delivery Work Plan
Courtrooms, jury rooms and judicial offices on Albert Street and Kingston Street facades were visited where secondary glazing is not currently installed. Background noise sources are currently at a very low level. The building is mechanically ventilated throughout. There are a number of sensitive times of day for different room uses within the buildings. Courtrooms are generally not sitting before 09:30, between 13:00 and 14:00, and after 17:00 hours. This is subject to change on a case by case basis.
Vibration may be felt but will not be at a level that damages the building. Noisy activities will be scheduled for a time when the court is not in session.
Construction Noise and Vibration Delivery Work Plan • • 76 Albert Street City Garden Apartments 83 Albert Street Coffee Right
Interview on site with business manager
30/08/19
•
Interview with business owner
29/08/19
•
• • • 85 Albert Street
Property Vacant
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87-89 Albert Street - Little Albert Cafe 87-89 Albert Street Ground floor - Da Vinci restaurant
Interview with business owner Interview with business owner
31/07/19
•
05/09/19
•
No comments to incorporate as owner has no noise or vibration concerns. Mobile noise barriers will be installed around noisy works whilst equipment is operational. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be felt but will not be at a level that damages the building.
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• •
| Construction Noise and Vibration Delivery Work Plan
The business is located on the ground floor of 83 Albert Street, on the corner of Kingston Street, and is accessed via a glazed door on both Kingston Street and Albert Street. The façade is approximately 75% single glazing, 25% masonry. Mainly operates Monday to Fridays 08:00 – 15:00. The most sensitive periods are 08:00 – 10:00 and 12:00 – 15:00. Concerns regarding noise and vibration, and prolonged duration of overall CRL works.
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Page 27
The courtrooms have sensitive digital audio recording equipment that requires no interference from external noise sources. Speech intelligibility is also important in jury rooms and judicial offices. Not concerned about noise and vibration
Business is a street cart placed in front of the building. The business is located on the ground floor of 8789 Albert Street, close to the intersection with Victoria Street. The restaurant is accessed via a glazed door facing onto Albert Street. The front of the restaurant comprises of a glass façade with an outdoor seating area between the front door and the Albert Street footpath. The façade is approximately 90% laminated glazing and the restaurant is mechanically ventilated. The restaurant is open from 11:30 every day and operates until 21:30 on weekdays and 22:00 at weekends. The owner expressed major concerns around building access and visibility and would prefer that hoardings or temporary barriers are transparent to maintain visibility at all times.
No comments to incorporate as owner has no noise or vibration concerns. Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be carried out before 11:30am, where practicable. Vibration may be felt but will not be at a level that damages the building.
Construction Noise and Vibration Delivery Work Plan 87-89 Albert Street First floor and above - Office building
Interview with business owner and property manager.
•
04/09/19
•
• • 93 Albert Street – Roma Blooms Florist 98 Albert Street The Cut 99 Albert Street
The building is an office tower with various tenancies throughout. Opening times are typically 08:30 – 17:30 but this can vary with tenancy. The façade is approximately 90% single glazing throughout. The windows are openable but wellsealed. The building is mechanically ventilated throughout. A hypertension specialist is located on Floor 4. The building owner expressed concerns regarding building access for vehicles and pedestrians.
Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be felt but will not be at a level that damages the building.
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Interview with property manager
24/09/19
• • •
Concerns about noise and vibration for the tenants. Current construction has already caused annoyance Would like better communication and reliability of work timings
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Tenants on levels 2-15 may experience higher noise levels during these periods. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them.
99 Albert St Pepper Café AA Centre Level 7, 99 Albert St Department of Internal Affairs
Page 28
Interview with business manager Interview with business manager
30/07/19 30/07/19
| Construction Noise and Vibration Delivery Work Plan
• • •
•
Operates Monday to Fridays 06:30 – 15:00 No concerns about noise and vibration. Mainly operates between Monday to Fridays 06:00 – 18:00 with occasional Saturdays and Sundays 08:00 – 17:00. Concerns about noise and vibration due to sensitive activities such as weddings are held within the venue.
No comments to incorporate as owner has no noise or vibration concerns. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be felt but will not be at a level that damages the building.
Construction Noise and Vibration Delivery Work Plan • 100 Albert St Rio Café
Interview with business owner
•
23/07/19
• • • • 102 Albert St Surf N Snow
Interview with business owner
•
23/07/19
• • • •
98-102 Albert St Auckland Print Shop
Interview with business owner
• •
30/07/19
• •
Construction outside AA building currently have been very noisy and can be heard clearly. Operated between 07:00 -15:00 Monday to Fridays. Soft music plays in the background. Shop front is single glazed bi-folding doors which are usually left completely open. No other access available if need to close doors. Noise and dust are a concern. Top of glazed doors are large air vents which can’t be closed. No mechanical ventilation. Business is a hostel. Concerned about the noise and vibration which may disturb their customer’s sleep. Previous works has cause cracks in the windows which were replaced. No mechanical ventilation available and openable windows in all rooms. Only way of ventilation in the summer months. Most sensitive times between 01:00 – 10:00. Reception on level 1 with bedrooms from level 1 upwards and a canteen with more bedrooms in basement level. Trickle vents are visible. Operates Monday to Friday 09:00 – 17:30 and Saturdays 10:00 – 14:00. Only one single glazed door provides ventilation. General concerns about noise and visibility.
Mobile noise barriers will be installed around noisy works whilst equipment is operational. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be felt but will not be at a level that damages the building. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be perceptible but will not be at a level that causes building damage. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them.
98-102 Albert St NZ Buy 98-102 Albert St Nourishing Life 60 Federal Street
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4 Kingston Street City convenience Store
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Page 29
| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan 4 Kingston Street – Rakuten Japanese restaurant
Interview with business owner
•
29/08/19
• • • • •
Operates Monday to Sunday 11:00 – 15:00 and 18:00 onwards. Building façade is roller shutter door to Kingston Street footpath. General concerns about noise and visibility. Main sensitive periods are between 11:00 and 15:00 and after 18:00. Background music within the restaurant is at a low level. The restaurant has mechanical ventilation.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be carried out before 11:00am, where practicable.
4 Kingston Street apartments 6-12 Kingston Street - Vacant 22 Durham Street West Lollipop Childcare
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Interview with business manager
30/07/19
22 Durham Street West – Media Design School – Tower at 92 Albert Street
Interview with business manager
• •
04/09/19
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Page 30
| Construction Noise and Vibration Delivery Work Plan
Operates between 07:00 – 18:00 Mondays to Fridays. Noise is a concern for children nap time between 12:30 – 14:45 which faces onto Durham Street. Younger kids have various nap times throughout the day. Access is the main concern. The Media Design School occupies floor 5 and floors 14-20, with other internal spaces vacant as the building is due a significant renovation in 2020/21. The school operates between 07:00 and 21:00 Monday to Thursday, between 07:00 and 18:00 on Friday and between 10:00 and 17:00 on Saturdays. Noise is a concern in many internal learning spaces. A lecture theatre is located on Level 5, with a glazed façade onto Albert Street. There is the potential for annoyance and disturbance to students and staff during learning sessions within the building on the Albert Street façade.
There is no façade facing directly toward the works. Further consultation will take place with the affected parties before works begin to determine if the works can be scheduled for a time that least impacts them.
With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Further consultation will take place with the Media Design School before works begin to determine if the works can be scheduled for a time that least impacts them. o Vibration may be felt but will not be at a level that damages the building.
Construction Noise and Vibration Delivery Work Plan • • -2
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205 Queen Street/5 Elliott Street Tank 205 Queen Street Zambero
Owner/manager was not available for interview Interview with business manager
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5/205 Elliot Street Dominos
Interview with business manager
31/07/19
• • • •
10/10/19
• • •
37 Wellesley Street – Econolodge Hotel
Interview with business owner
31/07/19
The Media Design school plans to vacate the building in the second half of 2020 to move to new premises elsewhere in Auckland. The building is mechanically ventilated throughout, and internal spaces are typically 90% single glazed.
• • •
Not concerned about noise and vibration. Generally, doors are kept open. Mechanical ventilation is available. Not concerned about noise and vibration – takeaway business only. Generally, doors are kept open. Mechanical ventilation is not available The business owner expressed concern about noise and vibration as well as access and visibility. The hotel has a number of rooms overlooking Wellesley and Albert Streets. Hotel rooms have single glazed, openable windows. A number of bedrooms on floor 3 have secondary glazing fitted. Mechanical ventilation is available in all rooms.
No comments to incorporate as owner has no noise or vibration concerns. No comments to incorporate as owner has no noise or vibration concerns.
With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Further consultation will take place with the Econolodge before works begin to determine if the works can be scheduled for a time that least impacts them. Vibration may be felt but will not be at a level that damages the building.
44 – 52 Wellesley Street West – Christian Reading Centre
Interview with business manager
17/09/19
• • • •
Page 31
| Construction Noise and Vibration Delivery Work Plan
Noise and vibration are a concern as the space is used for reading and occasional meetings. Meetings occur Wednesdays at 12:00. Opening hours are 10:30 – 14:30 Monday to Friday. The building has mechanical ventilation throughout.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage.
Construction Noise and Vibration Delivery Work Plan Noisy activities outside this property should be carried out before 10:30 and after 14:30. Vibration may be felt but will not be at a level that damages the building. 44 – 52 Wellesley Street West – Crayon Nail & Beauty
Interview with business manager
• •
17/09/19
•
No specific concerns regarding noise and vibration Mechanical ventilation is not installed within the salon. Opening hours are 10:00 – 19:00 Monday to Friday and 10:00 – 18:30 on Saturdays.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration may be felt but will not be at a level that damages the building.
44 – 52 Wellesley Street West – Western Union
Interview with business manager
•
17/09/19
• •
Noise and vibration are a concern as the space is used for reading and occasional meetings. Opening hours are 08:00 – 19:00 Monday to Friday and 09:00 – 17:00 at weekends. The building has mechanical ventilation throughout.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration may be felt but will not be at a level that damages the building.
135 Albert Street – Auckland Council 17 Wellesley Street West – Guerilla Espresso 19 Wellesley Street West - Launderette
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Owner/manager was not available for interview Owner/manager was not available for interview
17/09/19
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17/09/19
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| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan 21 Wellesley Street West – City Convenience Superette 21A Wellesley Street West - Kaishi 21B Wellesley Street West – Chawlas Indian Restaurant
Owner/manager was not available for interview
17/09/19
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Owner/manager was not available for interview Interview with business manager
17/09/19
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•
17/09/19
•
• •
Noise and vibration are a major concern for the business owner. The owner expressed concern about the long duration of the project after early works completion. Mechanical ventilation is not available in this property. Opening hours are 11:30 – 14:30 and 17:00 and 23:00 Monday to Friday and 17:00 to 23:00 at weekends.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be carried out before 11:30 and between 14:30 and 17:00 where practicable. Vibration may be felt but will not be at a level that damages the building.
25-27 Wellesley Street West – Tonys Steak House
Interview with business manager
•
17/09/19
• • •
Noise and vibration are a major concern for the business owner. The owner expressed concern about the long duration of the project after early works completion. Mechanical ventilation is not available in this property. Opening hours are 11:45 – 14:15 and 17:00 and 22:00 Monday to Sunday.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Noisy activities outside this property should be carried out before 11:45 and between 14:15 and 17:00 where practicable. Vibration may be felt but will not be at a level that damages the building.
54-56 Wellesley Street West Page 33
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| Construction Noise and Vibration Delivery Work Plan
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Construction Noise and Vibration Delivery Work Plan 11 Mayoral Drive
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128 Albert Street – Crowne Plaza Hotel 24 Wellesley Street West – Auckland Council (Bledisloe House) 182 Federal Street
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291-297 Queen Street – Civic Theatre
Meeting with RFA and Aotea Centre operations management -1
04/10/2019
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Interview with business manager
19/09/2019
109-125 Albert Street – Sky City 72-78 Victoria Street West 77-85 Victoria Street West 132 Hobson Street (St Matthews Church) 253-261 Queen Street (Smith & Caugheys) 203 Queen Street Mecca 87 Victoria Street West - Gold House
• • •
48 – 52 Mayoral Drive – Aotea Centre
Meeting with Aotea Centre operations management
04/10/2019
•
•
Page 34
| Construction Noise and Vibration Delivery Work Plan
The manager did not express specific concern regarding noise and vibration. Mechanical ventilation is installed in this property. Opening hours are 09:00 – 17:00 Monday to Friday. Management of Aotea Centre expressed concern regarding noise and vibration from tunnelling being audible within performance spaces. Management expressed concern regarding operational noise and vibration.
No comments to incorporate as owner has no noise or vibration concerns.
Further discussion around noise and vibration from tunnelling and effects from post-completion operation of the rail line to be arranged for a later date. Noise and vibration predictions for tunnelling and operational noise are ongoing at time of consultation. Further discussion with Aotea Centre regarding their expansion to be arranged for a later date.
Construction Noise and Vibration Delivery Work Plan •
Plans for future expansion of Aotea Centre were presented to Link Alliance. These are located a significant distance from the early works.
Mobile noise barriers will be installed around noisy works. With the mitigation and management measures detailed in Section 5 of the CNV DWP and Table 4 of the SSCNVMP, noise may be audible inside the building during concrete cutting, breaking, compacting and use of the hydro vac. However, noise will be intermittent and over a limited duration of only 5 days per stage. Vibration from the early works is not expected to be felt at the Aotea Centre.
89 – 95 Victoria Street West Note:
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1. 2. 3. 4.
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Not consulted as CRLL manage this relationship and will be arranging a time for consultation. Not consulted as owner/manager was unavailable. Not consulted as property is currently vacant. Not consulted as Federal Street address is outside of works area identified
| Construction Noise and Vibration Delivery Work Plan
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Construction Noise and Vibration Delivery Work Plan
Relevant Conditions No changes are required to Appendix E of the Approved CNVDWP.
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| Construction Noise and Vibration Delivery Work Plan
Construction Noise and Vibration Delivery Work Plan
Faรงade Noise Maps
Page 37
| Construction Noise and Vibration Delivery Work Plan
IS O A 32 9 7 m m x4 2 0 m m
°
M ills Lan e
G ors tLa ne
V ulca nLa n e H obs on S tree t
W ynd ham S tre et
6 5 K ing sto nS tree t
D urh am Lan e
8 7
85
2 2
77-85
D urh am S tree tW est
8 7-89 75
6 7
2 2
2 2
9 71 6
Q u een S treet
83
D urh am Lan e
4
6 0
76
A lbe rtS tree t
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
6 -12
55-59 D urh am Lan e
9 8-10 2 V icto ria S tree tW est
6 8 6 6
43
2 2 D urh am S tree tE ast
37-41 2 7-35 2 3-2 5
6 2 72-78
17-2 5
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
2 0 3
E llio ttS tree t
9 9
B U IL D IN GU S E
R E S ID E N T IA L
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
T H E A T R E
6 0D B
D IS T R IC TC O U R T
C H U R C H
6 5D B
M IX E DU S E
D A Y C A R E
7 0D B
D A Y C A R E
N O T -O C C U P IE D
7 5D B 8 0D B
C R E A T O RID:
8 5D B 0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
D O C U M E N T :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–K in g s to nS tre e tU tilityR e lo c a tio nW o rk s P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 5 7
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
M ills Lan e
°
G ors tLa ne
V ulca nLa n e W ynd ham S tre et
H obs on S tree t
6 5 K ing sto nS tree t
D urh am Lan e
77-85 8 7-89
2 2
6 7
D urh am S tree tW est
2 2
2 2
9 71 6
Q u een S treet
85
75
D urh am Lan e
83 A lbe rtS tree t
8 7
76 4
6 0
Fed era lS tree t
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
6 -12
55-59 D urh am Lan e
9 8-10 2 6 8 6 6 6 2
V icto ria S tree tW est
43
2 2 D urh am S tree tE ast
37-41 2 7-35 2 3-2 5 17-2 5
72-78
2 0 3 E llio ttS tree t
9 9
109 -12 5 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
C H U R C H
6 0D B
D IS T R IC TC O U R T
D A Y C A R E
6 5D B
M IX E DU S E
N O T -O C C U P IE D
7 0D B
D A Y C A R E
W O R K SA R E A
7 5D B
R E S ID E N T IA L
C R E A T O RID:
T H E A T R E
2 05-2 2 5
8 0D B 8 5D B
0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–A lb e rtS tre e tT re n c h in g
T IT L E :
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 2
R E V IS IO N
0
W ynd ham S tre et
6 5 K ing sto nS tree t
V o gel Lan e
D urh am Lan e
6 -12
76 4
6 0
D urh am Lan e
83
8 7
2 2
77-85
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
8 7-89 75
6 7
9 71 6
A lbe rtS tree t
H obs on S tree t
85
2 2
D urh am S tree tW est
2 2
55-59 D urh am Lan e
9 8-10 2 V icto ria S tree tW est
6 8 6 6
43
2 2
37-41
Q u een S treet
IS O A 32 9 7 m m x4 2 0 m m
°
2 7-35 2 3-2 5
6 2
17-2 5 2 0 3 9 9
E llio ttS tree t
72-78
V icto ria S tre etE ast
2 05-2 2 5
109 -12 5 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
R E S ID E N T IA L
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
T H E A T R E
6 0D B
D IS T R IC TC O U R T
C H U R C H
6 5D B
M IX E DU S E
D A Y C A R E
7 0D B
D A Y C A R E
N O T -O C C U P IE D
7 5D B 8 0D B
C R E A T O RID:
8 5D B 0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
D O C U M E N T :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–8 7 -8 9A lb e rtS tre e tC a n o p yR e m o v a l P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 5 5
R E V IS IO N
0
6 5
H obs on S tre et
K ing sto nS tree t
D urh am Lan e
6 -12
76 4
6 0
D urh am Lan e
IS O A 32 9 7 m m x4 2 0 m m
°
W ynd ham S tre et
83 85 2 2
77-85 8 7-89 75
6 7
9 71 6
A lbe rtS tree t
8 7
D urh am S tree tW est
2 2
2 2
D urh am Lan e
9 8-10 2 6 8
43
6 6 6 2
2 2 Q u eenS treet
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
55-59
37-41
V icto ria S tree tW est
2 7-35 2 3-2 5
D urh am S tree tE ast
17-2 5 2 0 3 9 9
V icto ria S tree tE ast
2 05-2 2 5
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
D arb yS tree t
B U IL D IN GU S E
T H E A T R E
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
C H U R C H
6 0D B
D IS T R IC TC O U R T
D A Y C A R E
6 5D B
M IX E DU S E
N O T -O C C U P IE D
7 0D B
D A Y C A R E
W O R K SA R E A
7 5D B
R E S ID E N T IA L
C R E A T O RID:
Lor ne S tre et
109 -12 5
128 128
8 0D B 8 5D B
0
2 0
4 0
6 0
8 0
1 0 0M e te rs
H ig hS tree t
E llio ttS tree t
72-78
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
D O C U M E N T :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–A lb e rtS tre e t/V ic to riaS tre e tC a n o p yR e m o v a l P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 4
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
°
6 5
V oge l La ne
K ing sto nS tree t
D urh am Lan e
6 -12 4
6 0
D urh am Lan e
76 83 85
D urh am S tree tW est
2 2
77-85 8 7-89 75
6 7
9 71 6
A lbe rtS tree t
8 7
2 2
2 2
Fed era lS tree t
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
H obs on S tree t
55-59
6 8
V icto ria S tree tW est
D urh am Lan e
9 8-10 2 43
2 2
37-41 2 7-35
6 6
2 3-2 5
6 2
17-2 5 2 0 3 9 9
E llio ttS tree t
72-78
Q uee nS tree t
2 05-2 2 5 109 -12 5 D arb yS tree t C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
C H U R C H
6 0D B
D IS T R IC TC O U R T
D A Y C A R E
6 5D B
M IX E DU S E
N O T -O C C U P IE D
7 0D B
D A Y C A R E
W O R K SA R E A
7 5D B
R E S ID E N T IA L
C R E A T O RID:
T H E A T R E
8 0D B 8 5D B
0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
D O C U M E N T :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–V ic to riaS tre e tC a n o p yR e m o v a l P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 5
R E V IS IO N
0
109 -12 5
D arb yS tree t
128 E llio ttS tre et
135
A lbe rtS tree t
72-78
H obs on S tre et
37
Pa cif ic Pl ac e
132
W elle sley S tree tW est
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
18 2
15-35
Q uee nS tree t
IS O A 32 9 7 m m x4 2 0 m m
°
2 05-2 2 5
2 53-26 1
54-56 44-52
11
W elle sley S tre etE ast
24
e riv D l a or ay M
29 1-29 7
St rs ye M
re et
48-52 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
R E S ID E N T IA L
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
T H E A T R E
6 0D B
D IS T R IC TC O U R T
C H U R C H
6 5D B
M IX E DU S E
D A Y C A R E
7 0D B
D A Y C A R E
N O T -O C C U P IE D
7 5D B 8 0D B
C R E A T O RID:
8 5D B 0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
D O C U M E N T :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–W e lle s le yS tre e t/M a y o ra lD riv eC a n o p yR e m o v a l P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 6
R E V IS IO N
1
IS O A 32 9 7 m m x4 2 0 m m
°
2 05-2 2 5 109 -12 5 D arb yS tree t
A lbe rtS tree t
H obs on S tree t
72-78
E llio ttS tre et
128
135
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
132
W elle sley S tree tW est
18 2
15-35
Q uee nS tree t
37
2 53-26 1
54-56 44-52
11
W elle sley S tre etE ast e riv D l a or ay M
24
29 1-29 7
St rs ye M
re et
48-52 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
48-52 B U IL D IN GU S E
R E S ID E N T IA L
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
T H E A T R E
6 0D B
D IS T R IC TC O U R T
C H U R C H
6 5D B
M IX E DU S E
D A Y C A R E
7 0D B
D A Y C A R E
N O T -O C C U P IE D
7 5D B 8 0D B
C R E A T O RID:
8 5D B 0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
D O C U M E N T :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–3 7W e lle s le yS tre e tW e s tC a n o p yR e m o v a l P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 5 6
R E V IS IO N
0
6 5
V o gel Lan e
K ing sto nS tree t
D urh am Lan e
6 -12
76 4
6 0
D urh am Lan e
IS O A 32 9 7 m m x4 2 0 m m
°
83 85
8 7
D urh am S tree tW est
2 2
77-85 8 7-89 75
6 7
2 2
2 2
9 71 6
6 8
V icto ria S tree tW est
A lbe rtS tree t
Fed era lS tree t
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
H obs on S tree t
55-59
6 6
D urh am Lan e
9 8-10 2 43
2 2
37-41 2 7-35 2 3-2 5
6 2
17-2 5 2 0 3 9 9
Q uee nS tree t
E llio ttS tree t
72-78
2 05-2 2 5 109 -12 5 D arb yS tree t
128 128 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
C H U R C H
6 0D B
D IS T R IC TC O U R T
D A Y C A R E
6 5D B
M IX E DU S E
N O T -O C C U P IE D
7 0D B
D A Y C A R E
W O R K SA R E A
7 5D B
R E S ID E N T IA L
C R E A T O RID:
T H E A T R E
8 0D B 8 5D B
0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–V ic to riaS tre e tS h a fts
T IT L E :
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 3
R E V IS IO N
0
°
72-78 128 A lbe rtS tree t
37 132
W elle sley S tree tW est
18 2
15-35
Q uee nS tree t
135
E llio ttS tre et
H obs on S tre et
IS O A 32 9 7 m m x4 2 0 m m
D arb yS tree t
109 -12 5
2 53-26 1
54-56 Fed era lS tree t
44-52
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
11
W elle sley S tre etE ast
24 e riv lD a r o ay M
St rs ye M
29 1-29 7
Lor ne S tree t
re et
48-52
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
C H U R C H
6 0D B
D IS T R IC TC O U R T
D A Y C A R E
6 5D B
M IX E DU S E
N O T -O C C U P IE D
7 0D B
D A Y C A R E
W O R K SA R E A
7 5D B
R E S ID E N T IA L
C R E A T O RID:
T H E A T R E
8 0D B 8 5D B
0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 A–C o m p o u n dE s ta b lis h m e n t
T IT L E :
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 1
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
° 2 05-2 2 5 109 -12 5
72-78
E llio ttS tre et
P acif icP lace
A lbe rtS tree t
D arb yS tree t
128
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
P acif icP lace
132
Fed era lS tree t
H obs on S tre et
135
37
W elle sley S tree tW est
15-35
2 53-26 1
18 2 54-56
24
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
C R E A T O RID:
B U IL D IN GU S E
R E S ID E N T IA L
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
T H E A T R E
6 0D B
D IS T R IC TC O U R T
C H U R C H
6 5D B
M IX E DU S E
D A Y C A R E
7 0D B
D A Y C A R E
N O T -O C C U P IE D
7 5D B
W O R K SA R E A
8 0D B 8 5D B
0
2 0
4 0
6 0
8 0
1 0 0M e te rs
9 0D B
Q uee nS tree t
11
M ayo ral D rive
44-52
29 1-29 7
C IT YR A ILL IN K
P R O J E C T : Z O N E :
A o te a
T IT L E :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 B–A lb e rtS tre e t/W e lle s le yS tre e tT re n c h in g
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 9
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
° 2 05-2 2 5 109 -12 5
72-78
E llio ttS tre et
P acif icP lace
A lbe rtS tree t
D arb yS tree t
128
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
P acif icP lace
132
Fed era lS tree t
H obs on S tre et
135
37
W elle sley S tree tW est
15-35
2 53-26 1
18 2 54-56
24
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
B U IL D IN GU S E
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
C H U R C H
6 0D B
D IS T R IC TC O U R T
D A Y C A R E
6 5D B
M IX E DU S E
N O T -O C C U P IE D
7 0D B
D A Y C A R E
W O R K SA R E A
R E S ID E N T IA L
C R E A T O RID:
T H E A T R E
2 0
4 0
6 0
8 0
1 0 0M e te rs
29 1-29 7
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
T IT L E :
P re d ic te dc o n s tru c tio nn o is ele v e ls 4 AC a n o p yre m o v a lw o rk sV ic to riaS t/A lb e rtS t
7 5D B 8 0D B 8 5D B
0
Q uee nS tree t
11
M ayo ral D rive
44-52
9 0D B
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 8
R E V IS IO N
0
D urh 9 8-10 2 2 2 am Lan 37-41 e 2 7-35 43 2 3-2 5 17-2 5
6 2
D urh am S tree tE ast
2 0 3
2 05-2 2 5
132
W elle sley S tree tW est
11
37 15-35
T eH āo H ine P lace
24
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
C R E A T O RID:
2 53-26 1
M ayo ral D rive
18 2 54-56 44-52
29 1-29 7
B U IL D IN GU S E
R E S ID E N T IA L
W elle sle yS tre etE ast
N O IS EC O N T O U R S ,D BL A F
C O M M E R C IA L
T H E A T R E
6 0D B
D IS T R IC TC O U R T
C H U R C H
6 5D B
M IX E DU S E
D A Y C A R E
7 0D B
D A Y C A R E
N O T -O C C U P IE D
2 0
4 0
6 0
8 0
1 0 0M e te rs
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
P re d ic te dc o n s tru c tio nn o is ele v e ls 5-J o in tB a y s
T IT L E :
7 5D B 8 0D B 8 5D B
0
K itch ene rS tree t
D arb yS tree t
P lace
ue ven nA e ow B
V icto ria S tree tE ast
Lor ne S tree t
P acif ic
128
E llio ttS tre et
109 -12 5
135
O 'C o n n ell S treet
2 2
Fed era lS tree t
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
6 9 55-59
9 9
72-78
2 2
A lbe rtS tree t
H obs on S tree t
6 8 6 6
8 7-89
6 7
D urh am S tree tW est
ne La se ou rth ou C
7571
V icto ria S tree tW est
2 2
Frey b ergP laceC treet ceryS an h
Q uee nS tree t
8 7 77-85
76
H ig hS treet
6 -12 4 83 6 0 85
D urh am Lan e
D urh am Lan e
V o gel Lan e
K ing sto nS tree t
N elso nS tre et
IS O A 32 9 7 m m x4 2 0 m m
°
W ynd ham S tre et
6 5
9 5D B
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 0 9
R E V IS IO N
1
Construction Noise and Vibration Delivery Work Plan
Vibration Contour Maps
Page 38
| Construction Noise and Vibration Delivery Work Plan
IS O A 32 9 7 m m x4 2 0 m m
° W ynd ham S tre et
6 5
K ing sto nS tree t
A lber tS tree t
43805 6 0
4
83
76 D urh am Lan e
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
D urh am Lan e
85 8 7
2 2
77-85
D urh am S tree tW est
8 7-89 75
6 7
71
2 2
2 2
6 9 55-59
6 8
43
6 6
C L IE N T :
37-41
2 7-35 2 3-2 5
6 2
9 9
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
2 2
D urh am Lan e
9 8-10 2
V icto ria S tree tW est
B U IL D IN GC L A S S IF IC A T IO N C O M M E R C IA L H IS T O R IC /V IB R A T IO NS E N S IT IV E
V IB R A T IO NC O N T O U R S H IS T O R IC(2 .5M M /S )
17-2 5 C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
R E S ID E N T IA L /M IX E DU S E(5M M /S ) C O M M E R C IA L(1 0M M /S )
P re d ic te dc o n s tru c tio nv ib ra tio nc o n to u rs 4 A-K in g s to nS tre e tU tilityR e lo c a tio nW o rk s
T IT L E :
R E S ID E N T IA L /M IX E DU S E C O M P A N YN U M B E R:6 2 6 7 8 7 0
0
2 0
W O R K SA R E A
C R E A T O RID:
4 0
6 0
8 0
1 0 0M e te rs
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 5 8
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
°
W ynd ham S tre et
6 5
K ing sto nS tree t
D urh am Lan e
6 -12 83 85
77-85
A lbe rtS tree t
8 7
D urh am Lan e
4
Fed era lS tree t
2 2 D urh am S tree tW est
8 7-89 75
6 7
71
2 2
2 2
6 9 55-59
V icto ria S tree tW est
6 8 6 6
43
2 2
D urh am Lan e
9 8-10 2
Q u een S treet
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
6 0
76
37-41 2 7-35 2 3-2 5
6 2
17-2 5 2 0 3 9 9 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
C O M P A N YN U M B E R:6 2 6 7 8 7 0
0
2 0
6 0
8 0
1 0 0M e te rs
V IB R A T IO NC O N T O U R S
C O M M E R C IA L
H IS T O R IC(2 .5M M /S )
H IS T O R IC /V IB R A T IO NS E N S IT IV E
R E S ID E N T IA L(5M M /S )
R E S ID E N T IA L /M IX E DU S E
C O M M E R C IA L(1 0M M /S )
W O R K SA R E A
C R E A T O RID:
4 0
B U IL D IN GC L A S S IF IC A T IO N
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
P re d ic te dc o n s tru c tio nv ib ra tio nc o n to u rs 4 A–A lb e rtS tre e tT re n c h in g
T IT L E :
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 1 0
R E V IS IO N
0
° 6 -12
76 4
6 0
83 D urh am S tree tW est
85 8 7
2 2
77-85
75
A lbe rtS tree t
H obs on S tree t
8 7-89 6 7 71 6 9
D urh am Lan e
IS O A 32 9 7 m m x4 2 0 m m
6 5 K ing sto nS tree t
2 2
2 2
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
55-59 9 8-10 2
V icto ria S tree tW est
43
6 8 6 6
2 2
D urh am Lan e
37-41 2 7-35 2 3-2 5
6 2
17-2 5
72-78
E llio ttS tree t
9 9
2 05-2 2 5 109 -12 5 C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
B U IL D IN GC L A S S IF IC A T IO N C O M M E R C IA L H IS T O R IC /V IB R A T IO NS E N S IT IV E
V IB R A T IO NC O N T O U R S C O M M E R C IA L(1 0M M /S )
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
R E S ID E N T IA L /M IX E DU S E(5M M /S ) H IS T O R IC(2 .5M M /S )
P re d ic te dc o n s tru c tio nv ib ra tio nc o n to u rs 4 A–V ic to riaS tre e tS h a fts
T IT L E :
R E S ID E N T IA L /M IX E DU S E C O M P A N YN U M B E R:6 2 6 7 8 7 0
0
2 0
W O R K SA R E A
C R E A T O RID:
4 0
6 0
8 0
1 0 0M e te rs
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 1 1
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
°
109 -12 5 72-78
A lbe rtS tree t
128
E llio ttS tre et
135
37 132 P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
Fed era lS tree t
15-35 2 53-26 1
W elle sley S tre etW est
18 2 54-56 44-52
M ayo ral D rive
11
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
B U IL D IN GC L A S S IF IC A T IO N C O M M E R C IA L H IS T O R IC /V IB R A T IO NS E N S IT IV E
V IB R A T IO NC O N T O U R S H IS T O R IC(2 .5M M /S )
29 1-29 7
Q uee nS tree t
24
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
R E S ID E N T IA L /M IX E DU S E(5M M /S ) C O M M E R C IA L(1 0M M /S )
P re d ic te dc o n s tru c tio nv ib ra tio nc o n to u rs 4 B–A lb e rtS tre e t/W e lle s le yS tre e tT re n c h in g
T IT L E :
R E S ID E N T IA L /M IX E DU S E C O M P A N YN U M B E R:6 2 6 7 8 7 0
0
2 0
W O R K SA R E A
C R E A T O RID:
4 0
6 0
8 0
1 0 0M e te rs
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 1 2
R E V IS IO N
0
IS O A 32 9 7 m m x4 2 0 m m
° 109 -12 5
128
135
132
37
E llio ttS tre et
Pa cif ic Pl ac e
Fed era lS tre et
W elle sley S tree tW est
15-35 18 2 2 53-26 1
54-56 44-52
11
M ayo ral D rive
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
H obs on S tre et
A lbe rtS tree t
72-78
24
C L IE N T :
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
B U IL D IN GC L A S S IF IC A T IO N C O M M E R C IA L H IS T O R IC /V IB R A T IO NS E N S IT IV E
V IB R A T IO NC O N T O U R S C O M M E R C IA L(1 0M M /S )
0
2 0
W O R K SA R E A
C R E A T O RID:
4 0
6 0
8 0
1 0 0M e te rs
A o te a
Z O N E :
T IT L E :
R E S ID E N T IA L /M IX E DU S E C O M P A N YN U M B E R:6 2 6 7 8 7 0
C IT YR A ILL IN K
P R O J E C T :
R E S ID E N T IA L /M IX E DU S E(5M M /S ) H IS T O R IC(2 .5M M /S )
29 1-29 7
D O C U M E N T :
P re d ic te dc o n s tru c tio nv ib ra tio nc o n to u rs 4 B–A lb e rtS tre e t/F e d e ra lS tre e tD ire c tio n a lD rillin g P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 1 3
R E V IS IO N
0
6 7
75
9 716 6 8 6 6
6 2
8 7-89 2 2
2 2
55-59
9 8-10 2
V icto ria S tree tW est
D urh am Lan e
D urh am S tree tW est
2 2 D urh am S tree tE ast
43 37-41 2 7-35
2 3-2 5
H ig hS treet
77-85
76
2 2
D urh am Lan e
IS O A 32 9 7 m m x4 2 0 m m
°
8 7
4 8583
6 0
17-2 5 H obs on S tree t
2 0 3
W elle sley S tree tW est
132
18 2 54-56
37 15-35
2 53-26 1
44-52 11
24 C L IE N T :
K itch ene rS tree t
P acif icP lace
D arb yS tree t
Lor ne S tree t
128
135
E llio ttS tre et
109 -12 5
L in kA llia n c eh a sp re p a re dth isd o c u m e n tfo rth es o leu s eo fth ec lie n ta n dfo ras p e c ific p u rp o s e ,e a c ha se x p re s s lys ta te dinth ed o c u m e n t.N oo th e rth irdp a rtys h o u ldre lyo nth is d o c u m e n tw ith o u tth ew ritte nc o n s e n to fL in kA llia n c e .L in kA llia n c eu n d e rta k e sn od u ty ,n o r a c c e p tsa n yre s p o n s ib ility ,toa n yth irdp a rtyw h om a yre lyu p o no ru s eth isd o c u m e n t. T h iss k e tc hisc o n fid e n tia la n ds h a ll o n lyb eu s e dfo rth ep u rp o s eo fth isp ro je c t
T eH āo H ine P lace K har tou mP lace
29 1-29 7
B U IL D IN GC L A S S IF IC A T IO N C O M M E R C IA L H IS T O R IC /V IB R A T IO NS E N S IT IV E
V IB R A T IO NC O N T O U R S H IS T O R IC(2 .5M M /S )
C IT YR A ILL IN K
P R O J E C T :
A o te a
Z O N E :
R E S ID E N T IA L /M IX E DU S E(5M M /S ) C O M M E R C IA L(1 0M M /S )
P re d ic te dc o n s tru c tio nv ib ra tio nc o n to u rs 5-J o in tB a y s
T IT L E :
R E S ID E N T IA L /M IX E DU S E C O M P A N YN U M B E R:6 2 6 7 8 7 0
0
2 0
4 0
W O R K SA R E A S
C R E A T O RID:
6 0
8 0
1 0 0M e te rs
V icto ria S tree tE ast
Q uee nS tree t
Fed era lS tree t
2 05-2 2 5
M ayo ral D rive
P a th :\\N za k l1 fp 0 0 1 \p ro je cts\6 0 5 X \6 0 5 6 0 7 7 8 \4 0 0 _ T E C H \4 1 1 _ A co u stics\G IS \0 2 _ M a p s\C R L C 3 _ A co u stics\1 9 0 7 1 8 _ C R L C 3 _ A co u stics_ S J.a p rx
72-78
A lbe rtS tree t
9 9
D O C U M E N T :
P R O J E C T
Z O N E
C R L
A O T
R G A N IS A T IO N D IS C IP L IN E O
A C V
C 3
T Y P E
S H E E T
S K E
0 0 1 4
R E V IS IO N
1
Construction Noise and Vibration Delivery Work Plan
Site Layout and Work Stages
Page 39
| Construction Noise and Vibration Delivery Work Plan
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NOTES:
VE
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SW SW
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SW
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REVISIONS 30
SW
20
SW
10
SW
COMPANY NUMBER : 6267870 40
50
60
CREATOR ID : CRL_AOT__00_LKA_SKE_000107 70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
DESIGNED
FOR INFORMATION APPROVED
PROJECT:
DRAWN
A. SIMPSON
TITLE:
J. DELA TORRE A
FOR ISSUE DESCRIPTION
E. CHANG
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK ---
ZONE:
E. CHANG
REV
0
SW
65-71 Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
CLIENT:
SW
SCALE 1:250
SW
FEDERAL STREET
10m
SW
5
SW
0
SW
2.5
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN. SW
SW
VE
68
SW
SW
75 56-60
SW
SW
VE
16
29.0
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000107
SWSW
SWMH 30/1
VG
VE
SW
POTABLE WATER
STORMWATER SW
SW
SW
S 30/2 SWMH WASTEWATER W
EXISTING
STORMWATER
T
T VE VE
71
T
69
VE VE
67 6
T
4
VE VE
57-59
T
51-53
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89
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SW
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300Ø
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300Ø
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C
150Ø
VE VE
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525Ø
225Ø
T
.0
ALBERT STREET
VE VE
24
SWMH 3/7
SW
T
60
PROPOSED
225Ø UNKNOWN
T VE VE
W
SWS
SWMH 20/5
UTILITIES LEGEND:
T VE VE
W
Ø
EXISTING CRL DESIGNATION BOUNDARIES UTILITY PIT
SWMH 20/3
SWS
m 0m
PEDESTRIAN ACCESS ROUTES 112
106
T VE VE
W
225Ø
104
T VE VE
C VE VE FO T
SW
WORK ZONE C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)
VE
W
SW
Ø mm 675
98-102
SWMH 20/2
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86
23
VEC FO
SWMH 21/1
525mmØ
22.0
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VEC FO
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LEGEND:
VE
VE T
C
47
21.0
76-84
43
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 4A SHEET 1 OF 3 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000107
REVISION
A
W VE W VE FO
T
SW
SW
T
SW
VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
WT SW
SW
VE
22.0
SW
SW T
SW
WT SW
SW SW SW
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SW
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52
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44
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VE
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103 99
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VE
SW
26.0
VE
VE
VE
VE
VE
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SW
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VE
VE
SW
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S CL SW VE
CL
VE
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25.0
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KINGSTON STREET
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SW
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T VE
SW
VE
SW
SW
SW
SW
SW
SW
SW
X
WT
SW
T
SW
.0 23
SW
SW
VE
SW
VE
C
VE
CONTINUATION - REFER TO SHEET 3
SW
SW
X
VE
SW
SW
VE SW
SW
SW
T SW
SW
SW
SW
VE
S
SW
SW
SW
VE
VE S
T SW
SW
SW
TSW
SW
225Ø UNKNOWN SW SW SW
WT SW
VE
SW
SW
VE
VE
VE S
SW
SW
SW
S
T
SW
SW
T SW VE
SW
VE
SW
SW
WT
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VE
VE
VE
SW
SW VESWT SW S
SW X
X
C W FO SW
VE
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VE VE SW VE SW T
SW
SW
C VG
SW T
VE
VE
S
VE VE VE VE T SW SW T VE
SW
SW
VE
VG W VE FO
VG
VE T
VE
T
VE W S W SWS
T
X
VG
X SW
SW SW SW SW VE
SW
X
X
SW X SW
X SW
T
C
T
SW
VE
SW
W
X
SW
SW
T T T SW
C
T
SW
VE C VE
SW
S
T
SW
TS
S
FO
SW
T
VE
VE VE
TFO CVE
SW SW
N
VE VE
SW VE
S
SW SW VE
SW
CFO VET VE CC VEFOT VE
C C VE T VE
VE S T
SW
VE
SW VE
TN
DURHAM STREET WEST
VE S SW T
SW
VE
VE
VE
VE
VE
VE
VE
SW
SW SVE
SW
VE
SW
VE SW T
SW
VE
SW
SW
VVEE
VE
SW
VE S VE SW T
SW
VE
SW
VE S VE SW T SW
S
VE
SW
VE VES T SW
VE
VE
VE
VE
VE S VE T SW
S
VE
VE
VE S VE T SW
VE
VE
VE
T
S
VE
T
VE S VE SW
T
VE
VE
T VE
T
SW VE
S
SW VE
T VE
T
SW T
S
VE
24.0
SW
SW
SW
SW
SW
SW
SW
SW
T
VE
T
S VE
VE SW VE
T
VE
SW
T
T
T
S
SWVE
ISO A1 594mm x 841mm
VG C W VE FO
SW VE
SW
VE
VE
S
S
VE
VE
VE
VE
VE
VE
VE
VE
VE
S SW
VE
VE SW
VE
SW
SW
VE
S SW
VE
T
SW VE
VE
S SW
SW
VE
VE
S SW
SW
VE
C
S
SW
SW
T
C
FVOE
SW
SW
W
SW
SW
SW
SW
FO
SW
CITYLINK SW
VE
T VE VE
VE
CL
SW
CHORUS
SW
VE
VODAFONE
C
SW
VE
VET VE
VE
VE
VE T VE
VE
VE
VECTOR ELEC
T
VE
SW
VECTOR COMMS FO
VE
SW
VECTOR GAS
FO
VE
SWSW
T VE VE
VE
SW
66 86
NOTES:
VE
SW
VE
SW SW
SW
VE
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW SW
SW
REVISIONS 30
SW
20
SW
10
SW
COMPANY NUMBER : 6267870 40
50
60
CREATOR ID : CRL_AOT__00_LKA_SKE_000108 70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
DESIGNED
FOR INFORMATION APPROVED
PROJECT:
DRAWN
A. SIMPSON
TITLE:
J. DELA TORRE A
FOR ISSUE DESCRIPTION
E. CHANG
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK ---
ZONE:
E. CHANG
REV
0
SW
65-71 Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
CLIENT:
SW
SCALE 1:250
SW
FEDERAL STREET
10m
SW
5
SW
0
SW
2.5
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN. SW
SW
VE
68
SW
SW
75 56-60
SW
SW
VE
16
29.0
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000108
SWSW
SWMH 30/1
VG
VE
SW
POTABLE WATER
STORMWATER SW
SW
SW
S 30/2 SWMH WASTEWATER W
EXISTING
STORMWATER
SW
T
T VE VE
71
T
69
VE VE
67 6
T
4
VE VE
57-59
T
51-53
VE VE
89
T
85 81
VE VE
SW
T
300Ø
VE VE
300Ø
SW 3/8
T
C
150Ø
VE VE
W
525Ø
225Ø
T
.0
ALBERT STREET
VE VE
24
SWMH 3/7
T
60
PROPOSED
225Ø UNKNOWN
T VE VE
W
SWS
SWMH 20/5
UTILITIES LEGEND:
T VE VE
W
Ø
EXISTING CRL DESIGNATION BOUNDARIES UTILITY PIT
SWMH 20/3
SWS
m 0m
PEDESTRIAN ACCESS ROUTES 112
106
T VE VE
W
225Ø
104
T VE VE
C VE VE FO T
SW
WORK ZONE C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)
VE
W
SW
Ø mm 675
98-102
SWMH 20/2
.0
VE T
86
23
VEC FO
SWMH 21/1
525mmØ
22.0
VE T
VEC FO
SWMH 20/1
LEGEND:
VE
VE T
C
47
21.0
76-84
43
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 4A SHEET 2 OF 3 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000108
REVISION
A
VE
SW
VE VE
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
W
VE
W W
W
SW
42
23.0
SW
W
SW
VE
SW
SW S
W
SW
S VE
S
S SW S
W
22.0
S
C
SW
SW
VE
C
SW
W
SW
SW
C
SW
SW
VE
SW
SW SW
SW
WT
SW
SW
VE
SW
SW VE VE
VE
VE
VE
VE SW
W
VE
SW
VE
SW
VE
WT
SW
SW
SW
SW SW
SW
T FO
VE VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
SW
SW
T SW
VE
VE
VE
VE
VE
SW
T
SW
SW
SW
SW
SW
SW
SW
T
SW
SW
SW
SW
SW
T FO
SW
SW SW
TFO
SW
SW
VE
VE
VE
25 SW.0 FO T VE
SW
VE
SW VE
VE
VE
VE
VE
VE
VE
SW
SW
VE
VE
VE
VE VE
VE VE
VE VE
VE
VE
VE
VE
VE
VE
VE
VE VE
SW VE
VE
VE
VE
VE
VE
VE VE
SW
SW
VE
W VE
VE
W VE
VE VE
SW SW
W VE
VE
VE
SW
W VE
VE
VE
VE
VE
T
MYERS STREET
8
4
VE
SW
W
SW
SW
4-10
C
VE
24.0 VE
1/2-4/2
C
37 138
W
VE
C
SW
W
SW
VE
VE
SW
W
VE
W
VE
W
VE
W
VE
W
SW
W
SW SW
W
SW SW
W
SW SW
W
SW
W
SW
W
WELLESLEY STREET WEST
S
SW
SW
S
SW
SW
SW
SW
SW
SW
SW
VE
SW
N
SW
SW
SW
TN
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
30
SW
CITYLINK
21. 0
CHORUS
SW
C
SW
VECTOR ELEC
CL
SW
VECTOR COMMS FO
VE
UTILITY PIT
SW
VECTOR GAS
FO
CSA BOUNDARY
SW
POTABLE WATER 15-31
VODAFONE
SW
W VG
T
SW
EXISTING CRL DESIGNATION BOUNDARIES
STORMWATER
SW
SW
WASTEWATER
SW
S
SW
STORMWATER
C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED) PEDESTRIAN ACCESS ROUTES
EXISTING
SW
SW
PROPOSED
WORK ZONE
SW
UTILITIES LEGEND:
SW
ISO A1 594mm x 841mm
24
LEGEND:
VE VE
SW
SW
VE
VE
VE
SW CL FO T W VG
VE
SW
SW
.0
SW
SW
SW
SW
SW
T
VE
W C
CL VGFOT S
T CL VGFO S C VE W
SW
S
SW
SW
SW
SW
VE
VE
VE
VE
VE
VE
VE
VE
TFOCL VG S VE W C
CL T FO VG S C VE W
CL TVGFO S
W
CL C T VGFO S
T S ST CL S S S T CS T CL FO T CL FO T CL FO CL WVGFO VG FO C VG C W VG VG W C W C W C
VE
VE
ST CL SW FO C W VG
VE STFO CL SW C W VG
VES T SW CL CVGFO W
S VE T CL SW C VGWFO
SW
VE
ST CLSW S CL SW ST CL CL SW S VE SWST CL T VE VE SW ST VE FO C TVECL C VG C W VGFO C WVGFO C W VGFOC W VGFO W W
SW
SW
SW
VE
VE
VE W VE
VE SWSW
VE
SW
15
VE
SW
T
CL FO T WVG
SW
13
SW
SW
T
CL FO T VG
CL FO T W VG VE
SW
24
T VG
CL C T FO VG
11
SW
T
WT SW VE VE
SW
VE CL CVG FO T CL C VG TFO
SW
VE C FOT CL VG
SW CL WCL FO FO T CL T VG T27 VG S .0 W W C C CVE VE VE VE
S
VE VE FO C VE C C TVECL VG T CLVG FO T CL FO FOC T CL VG
WT SW VE VE
VE
1
SWSW
VE
T
WT SW VE VE
VE
SW VE
VE
SW
VE
SW
VE
T
VE
T
VE
SW
VE
SW
VE
SW
SW
VE
C VE
VE
SW VE
SW
VE
VE SW
SW
SW
CL
VE
VE
VE
CL
SW VE
VE
SW
SW
SW VE
VE
VE
VE
VE
SW
SW
SW
SW
SW
SW
VE CL
CL
.0 24
SW
26.0 T
VE
SW
WT SW VE VE
.0
25
SW
129-135
VE
CONTINUATION - REFER TO SHEETS 1 & 2
VE
VE
MAYORAL DRIVE
VE
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000109
VE
ALBERT STREET
SW SW SW SW SW SW SW SW
SWSW
SW
SWSW
SW
SW
SWSW SWSW
SW
SWSW
SW
REVISIONS
COMPANY NUMBER : 6267870 30
40
50
60
CREATOR ID : CRL_AOT__00_LKA_SKE_000109 70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
DESIGNED
FOR INFORMATION APPROVED
PROJECT:
DRAWN
A. SIMPSON
TITLE:
J. DELA TORRE FOR ISSUE DESCRIPTION
E. CHANG
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK ---
ZONE:
E. CHANG
A
SW
SWSW
WELLESLEY STREET WEST
SW
SWSW
SW
SW
SWSW
SW
56
REV
20
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE 210INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.
Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
CLIENT:
10
NOTES:
10m
SCALE 1:250
0
SW
5
SW
0
SW
SWSW
SWSW
SW
2.5
44
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 4A SHEET 3 OF 3 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000109
REVISION
A
SW
SW
VE
W
W
EXISTING CRL DESIGNATION BOUNDARIES UTILITY PIT
W
SW
42
UTILITIES LEGEND:
W
SW
VE
23.0
PROPOSED
VE
C
SW
W
VE
C
W
SW
VE
C
W
4-10
C
24.0
SW
1/2-4/2
C
8
4
STORMWATER
S
WASTEWATER
W
POTABLE WATER
VG
VECTOR GAS
FO
VECTOR COMMS FO
VE
VECTOR ELEC
T
VODAFONE
C
CHORUS
CL
CITYLINK
STORMWATER
SW
VE
SW
SW
SW
VE
SW
SW
WT
VE
VE
WT
SW SW
VE
SW VE VE
VE
T FO SW
SW
SW
SW SW
SW
T SW
SW
VE VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
T
VE
VE
VE
VE
VE
SW
SW
SW
SW
VE
T FO
T
SW
SW
SW
SW
SW
TFO
VE VE
VE VE
VE VE
SW
VE
SW SW
25 SW.0 FO T VE
SW
VE
VE
VE
SW VE
VE
VE
VE
SW
SW
VE
VE
VE
VE
VE
VE
SW
SW
W VE
VE
W VE
VE
VE
VE
VE
VE
VE
VE
VE VE
SW
VE
VE
VE
VE
VE
VE
VE VE
SW
VE VE
SW
SW
W VE
VE
SW
W VE
VE
VE
VE
VE
T
VE
VE SW
W
VE
SW
C
SW
SW
VE
EXISTING
SW
W
VE
VE
VE
WELLESLEY STREET WEST
W
VE
SW S
VE
S
SW SW
PEDESTRIAN ACCESS ROUTES
S SW S
SW SW
W
VE
S
S
SW SW
C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)
W
22.0
SW
W
SW
W
SW
W
SW
W
SW
W
VE
W
VE
W
N
W
TN
W
138
W
37
WORK ZONE
W
VE
S
ISO A1 594mm x 841mm
LEGEND:
VE VE
SW VE
VE VE
SW
VE
VE VE
SW
VE VE
SW
VE VE
SW
VE VE
SW
SW
VE
VE
VE
VE
VE
VE
VE
VE VE
SW
WT SW VE VE
SW
SW
.0
SW
SW
SW
WT SW VE VE
SW
T
T CL FO T VG
CL FO T WVG
CL FO T W VG
S SW CL WCL FO FO T CL T VG T27 VG S .0 W W C C CVE VE VE VE
T
SW
VE
W C
CL VGFOT S
SW SW
T CL VGFO S C VE W
VE
SW
VE
VE
VE
VE
VE
VE
VE
VE TFOCL VG S VE C W
VE
VE
VE
VE
VE
VE
SW
VE
SW
VE
SW
VE
SW
VE
VE
VE
W VE
CL T FO VG S VE C W
CL TVGFO S
W
CL C T VGFO S
T S S S S S T CS FOT CL T CL FO T CL FO T CL FO CL WVGC VG FO VG C W VG VG W C W C W C
VE SWSW
13
ST CL SW FO C W VG
VE STFO CL SW C W VG
VES T SW CL CVGFO W
ST CL VE SW C VGWFO
CL VE S VE S S CL VE ST SW S S CL SW ST VE S ST CLSW CL SW ST CL VE SWST CLVE FO T CLVE T CL VE VGSTFO T CL T CLFO VE SW SW SW SW T VE FO C TVECL VG W C VG C W VG CSW W VGCFO C SWW CVG FOW C VG FO VGFO C WVGFO C W VGFOC W VGFO W W W W
SW
SWSW
SW
15
SW
T
T
CL C T FO VG
SW SW
SW
SW
24
VE CL CVG FO T CL C VG TFO
VE C FOT CL VG
CL FO T W VG VE
S
VE
SW
SW
T VE VE FO C VE C C TVECL VG T CLVG FO FO T CL FOC T CL VG
WT SW VE VE
VE SW
VG
C VE
SW
SW
VE
SW
T
WT SW VE VE
VE
SW VE
VE
T SW
VE
SW
VE
11
VE
VE
1
VE
VE
SW
SW
SW VE
VE
VE
VE SW SW
VE
VE
CL
VE VE
CL
.0
VE
CL
24
VE
SW
SW
SW
SW VE
VE
VE
VE
VE
SW
SW
SW
SW
SW
VE
CL
SW
SW
26.0
.0
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000110
25
129-135 125
VE
VE
T
VE
SW
VE
ALBERT STREET
MAYORAL DRIVE
SW
SWSW
SW SW
SWSW
SW SW
SW SW
SW
SW SW
SWSW
SW
SWSW
SW
SWSW
SW
SW
SW
190
182
CONTINUATION - REFER TO INSET PLAN
SCALE 1:250
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S 202 TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.
SW
58
100
10m
NOTES:
198
SW SW
5
SW
0
SWSW
2.5
SW
WELLESLEY STREET WEST
SWSW SWSW SWSW SWSW SWSW
49
56
SW
SWSW
SWSW
SWSW
SW SW
SWSW
SW SW
SW
SWSW
SW
44
INSET PLAN Scale 1:250
Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
0
10
20
30
40
50
60
CREATOR ID : CRL_AOT__00_LKA_SKE_000110 70
80
90
100mm
SIZE
AS SHOWN
A1
FOR INFORMATION APPROVED
PROJECT:
DRAWN
A. SIMPSON
TITLE:
J. DELA TORRE A
FOR ISSUE DESCRIPTION
E. CHANG
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK ---
ZONE:
E. CHANG
REV
COMPANY NUMBER : 6267870
SCALE
DESIGNED REVISIONS
CLIENT:
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 4B SHEET 1 OF 1 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000110
REVISION
A
SW
SW
SW
SW
SW
ISO A1 594mm x 841mm
LEGEND: WORK ZONE C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)
SW
20
SW
N
TN
SW
SW
SW
SW
27-35
EXISTING CRL DESIGNATION BOUNDARIES
SW
SW
SW
SW
PEDESTRIAN ACCESS ROUTES
SW
SW
SW
SW
18.0
UTILITY PIT
VG W
SW
VG W
SW
SW
VE
W
VG
SW
W
VE T C VG W FO VE VE
T
VE
VE
VE
SW
C
SW
C SW
VE
CL
S
CL T
S
C SW
VE
CL T C SW CL T
SW
C SW
VE
CL T
SW
C CL T SW
VE
C CL T SW
VE
SW
VE
VE
VE
S
S S S
SW C CL T SW
VE
SW
VE
SW
S VE
VE
VE
27.0
S
VE SW FO
VE SW FO
SW
S
SW SW
VE
SW
VE
SWSW
VE
SW
SW SW
SW
SW
SW
SW
SW
SW
SW
SW 52
W
W
S
S VE FO
S C
T
W
FO
C
W
S SW
W
VE
SW
T
T
C
CL
CL
CL SWVE
T
CONTINUATION - REFER TO SHEET 2
SW S CL VE VE
T
S
VE
SW T W
T W
SW SW S CL VE VE
VEFO
T W
W
SW S CL VE
VEFO
X
VG
SW T
T W
SW
FO
SW
VE
S CL
SW SW
SW SW
S
SW
VE C S CL
FO
SW
VE
VE
C SW S CL
FO
SW
VE
VE
T
FO FO
VICTORIA STREET WEST
VE CSW S CL
VE
SW
T
SW SW SW VE
VE
SW
SW SW
S CL S CL SW SW SW SW CL SW CL SW S CL C C C C C VG C CL C CL T VE T VEVG T VEVG S VE S VE S VE S VE VE VE VE VE VE VE VE
S
SW CL
S SWCL VG T VEC VE
VE S
SW
X SW
SW
T T T VTE
S CL SWVG TVEC VE
FO
26.0
S CL SW VG TVE VE
VEFO
SW
C C S CL S CL SWVE SWTVG CL VE VE VE
T
25.0
SW VG SW VG SW VG VG SW VG SW VG C SW VG C SW VGC SW VG S C S FOS FO FO FO S SFO S FO S FO W S FO W S W ST W W W CL W CL W CL CL W CL W CL CL VE VE VE VE VE VECL VECL VE VE
VE
X SW
SW
T
VE
SW
SW
X SW
X SW SW
T SW
VE
SW SW
SW
X
VE
CL T
T
VE T
SW CL
T VE
SW CL
VE T
TVG
CL
VE
S VEVE S VE TVE CL S T S VETVE CL CLVE CL VESW SW VE SW W FO VGW C FO VG C VG W FO C
VE
.0 SW CL
VE
VE
VE
VE
23
24.0
T W
VE
22.0
KINGSTON STREET
225Ø UNKNOWN
SW
T
C VG W FO VE
C C
SW
SW
X
SW SW
T T T SW
VG C W FO VE
VE
VE VE VE FO VE
X
SW
W
VG
SW
VE
VE
SW T SW
SW
W
T
S
S
VE
VE
SW
VE VICTORIA STREET WEST
T
S
SW
VE
T
VEVE T C FO VE
VE
CL
VE
SW SW
VE
SW
VE
SW VE
VE
SW
VE
SW
SW
SW
SW
VE SW
VE VESVE VESVE VE VE VE VE VE S VEVE T CL S SVE S S VE TSW S SSWVE T CL SVESW S VESW S VESW CL CL VE T VE CL VE T VE CL VE T CL VE T CL VET VE VE TSW VE CL VES SW SW VE SW VET CL SW VET T CL SW SW VE T CL T CL VEVGCW FO VE VG W W FO VECWVG FO CWVG FO CW VG FO CW VG FOCW VG FO CW FO VECVG VG FO FO VG FO VG W C CW VG W CFO CW
VE
CL
VE
VE
VE
VE
SW
VE
VE
SW SW SW SW SW T T T T T SW SW SW SW VE S S VE S VE S VE VE VE VE VE VE VE
SW SW
VE
VE
SW
VE S VE CL SW VGC WFO
VE
VE
VE VE VE VE SW T T T SWSW T SWSW T VESWSWT VE SW VE SW SW VE VE S S S W S SWS S VE VE VE VE VE SW
T
VE
T SW SW VE S VE
VE
VE S VE CL T SW C VG FO W
VE
VE
SW T SW VE S VE
VE
VE SVE T SWCL C VG FO W
VE
SW T SW VE S VE
VE
S CL T FOVE C VGSW W
VE
DURHAM STREET WEST
VE
SW VE
SW T SW S VE VE
X
SW
SW
SW
SW
SW
SW
SW T SW S VE VE
SW
SW
S
SW
SW
VE
SW T SW S VE VE
SW
VE
VE
SW
VE
SW T SW S VE VE
SW
VE S VE S S S SW S SW S CL CL T CL TVECL T VECL TFOVE SW SW FOT CL FO FO C VGSW C C FO W WVG WCVG WC VG W VG W
VE
VE
SW
SW
VE
VE
T VESW
SW
NOTES:
28.0
SW
VE
VE
SW
SW
VE
S T
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.
VE
SW
VE
SW
VE
SW
VE VE
SW
VE
SW
SW
SW
VE
SW
VE
SW
SW
VE
VE
VE
VE
T
SW
SW VE
T
T
VE
VE
VE
VE
T
SW
VE
VE
T
SW
VE
C C VE C CVE VE T FO T FO VE VE
VG C W C FO VE
SW
VE
VE
T VE
T SW
SW
VE
VE
VE
SW
VE
VE
T
SW
VE
SW
SW
SW
VE
VE
T
S
SW
S W S
VE
SW
VE
SW
SW
SW
S SW
VE
C
VE
SW
SW
VE
VE
W
S SW
VE
VE
S SW
VE
SW SW
VE T VE
S SW
VE
SW SW
VE T VE
S
VE
SW
VE T VE
T
SW
SW
VE
VE
SW
VE VE
T
S
VE
SW
VE VE
T
SW
VE
SW
SW
VE VE
T
S
SW
VE VE
SW
SW
T
SVWEE V
SW
VE VE
VE
VE
SW
T
VE
VE
SW
VE VE
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000111
SW
T
66
VE
88
86
VE
SW
VE
SW
29.0
10m
SW
T VE VE
T VE VE
T VE VE
T VE VE
T VE VE
44
75
5
T
103
99
56-60
0
VE VE
ALBERT STREET
71
SCALE 1:250
T
SWMH 30/1
SWMH 30/2
16
2.5
VE VE
225Ø UNKNOWN
T
Ø SW m SW600m
VE VE
69
CITYLINK
T
SWMH 20/3
67
6
CL
VE VE
.0
C
4
CHORUS
T
23
W
57-59
VODAFONE
C
VE VE
W
SW
22.0
C VE VE T FO
51-53
VECTOR ELEC
T
VE VE
C VE VE T FO
89
VECTOR COMMS FO
VE
.0
85
VECTOR GAS
FO
112
SW
SWMH 20/5
81
POTABLE WATER
25
300Ø
300Ø
W VG
106
.0
150Ø
STORMWATER
SW
104
24
525Ø 225Ø
SW 3/8
WASTEWATER
VE VE
VE VEC TFO
SW
21.0
SWMH 20/2 SW
SW
S
120-130
FO VE
FO
T
C
SW
T FO VE VE
C
525mmØ
mØ 675m
98-102
FO VE VE
S
86
STORMWATER
40
20.0
SWMH 20/1
SWMH 21/1
47
EXISTING
SW
VE VE
SW
VE 43
76-84
SWMH 3/7
PROPOSED
VE VE
VG
VG
VG
VG
19.0
SW
VE
SW
VE VG
37-41
225Ø
UTILITIES LEGEND:
68
VE
SW
SW
Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
0
10
20
30
40
50
60
CREATOR ID : CRL_AOT__00_LKA_SKE_000111 70
80
90
100mm
SIZE A1
FOR INFORMATION APPROVED
PROJECT:
DRAWN
A. SIMPSON
TITLE:
J. DELA TORRE A
FOR ISSUE DESCRIPTION
E. CHANG
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK ---
ZONE:
E. CHANG
REV
COMPANY NUMBER : 6267870
SCALE AS SHOWN
DESIGNED REVISIONS
CLIENT:
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 5 SHEET 1 OF 2 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000111
REVISION
A
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
UTILITY PIT S
SW
SW
30
S
UTILITIES LEGEND: W
W
W
W
W
W
W
S
VE VE
VE
S S
VE
W
VE
SW
S SW S
W
POTABLE WATER VECTOR GAS
FO
VECTOR COMMS FO
VE
VECTOR ELEC
23.0
VODAFONE
C
CHORUS
CL
CITYLINK
W
SW
VE
T
STORMWATER
SW
VG
W
W
VE
WASTEWATER
S
42
SW
SW SW
STORMWATER
W
22.0
S
C
VE SW
VE
C
SW
4-10
W
SW
SW
8
4 C
SW
VE
SW
SW
SW
SW
SW VE VE
WT
VE
SW T SW
SW
WT
SW
VE
VE
VE VE
VE
VE
VE
VE
VE
VE
VE
VE
VE
T
VE
VE
T FO T
SW
SW SW
SW
SW
SW
T FO
SW
SW
VE
VE
VE
VE
VE
SW
VE
VE
TFO
SW
SW
SW
SW
SW
SW
SW
25 SW.0 FO T VE
SW
VE
VE
SW VE
VE
VE
VE
VE
SW
VE VE
VE VE
VE VE
SW
VE
VE
VE
VE
VE
SW
SW
VE
SW
VE
W VE
VE
VE
VE
VE
VE
VE
VE
VE VE
SW
VE
VE
VE
VE
VE
VE
VE VE
SW
VE VE
SW
SW
W VE
VE
SW
W VE
VE VE
SW
VE
VE VE
SW
VE
VE VE
SW
VE VE
SW
VE VE
SW
WT SW VE VE
SW
SW SW
T
SW
SW
T
T
SW
.0 24
VE C FOT CL VG
VE CL CVG FO T CL C VG TFO
CL C T FO VG
CL FO T VG
CL FO T WVG
CL FO T W VG
CL FO T W VG VE
T
SW
SW
S SW CL WCL FO FO T CL T VG T27 VG S .0 W W C C CVE VE VE VE
VE
W C
CL VGFOT S
S
SW SW
SW
SW
11
13
VE
VE
VE
VE
VE
VE
VE TFOCL VG S VE C W
SWSW
SW
SWSW
SW SW
SWSW
SW SW
SW
VE
VE
VE
VE
VE
VE
VE
VE
SW
VE
VE
SW
SW
VE
VE
VE
CL T FO VG S VE C W
W VE
CL TVGFO S
W
CL C T VGFO S
T S S S ST S CS FOT CL T CL FO T CL FO T CL FO CL WVGC VG FO VG C W VG VG W C W C W C
ST CL SW FO C W VG
VE S TFO CL SW C W VG
VEST FO CL SW CVGW
ST CL VE SW C VGWFO
SW
SW
VE
VE
VEST CL CL VE S VE S ST CL VE STSW CL VE ST SW S CL SW ST VE S ST CLSW S CL SW ST CL VE SWST CLVE FO T CLVE T CL T CLFO VE SW SW SW SW T VE FO C TVECL VG VG W C VG C W VGCSW W VGCFO C FO W CVG FOW C VG FO VGFO C WVGFO C W VGFOC W VGFO C VGW W W W W
SW
15
VE
1
VE
SW
T CL VGFO S C VE W
VE SWSW
VE
SW
WT SW VE VE
SW
T VE VE FO C VE C TVECL VG C T CLVG FO FO T CL FOC T CL VG
SW
VG
C VE
SW
SW
VE
WT SW VE VE
VE
SW VE
SW
CL
SW VE
SW
T
WT SW VE VE
VE
SW
VE
SW
VE
T
VE
T
VE
SW
VE
SW
VE
CL
VE
VE
VE
VE SW SW
VE
VE
CL
SW VE
CL
VE
SW
SW
SW VE
VE
VE
VE
VE
SW
SW
SW
SW
SW
SW
129-135 125
VE
VE
T
VE
SW
26.0
25 .0
MAYORAL DRIVE
SW
SW
VE
VE VE
SW
VE
VE
ALBERT STREET
VE
VE VE
SW VE
VE
VE
VE
VE
VE VE
SW
SW
SW
REVISIONS
COMPANY NUMBER : 6267870 20
30
40
50
60
CREATOR ID : CRL_AOT__00_LKA_SKE_000112 70
80
90
100mm
SW SW
SW
SCALE
SIZE
AS SHOWN
A1
DESIGNED
FOR INFORMATION APPROVED
PROJECT:
DRAWN
A. SIMPSON
TITLE:
J. DELA TORRE A
FOR ISSUE DESCRIPTION
E. CHANG
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK ---
ZONE:
E. CHANG
REV
10
56
Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
CLIENT:
0
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.
SW
SW
SCALE 1:250
NOTES:
SW
WELLESLEY STREET WEST
10m
SW SW
SW SW
SWSW SWSW SWSW SWSW SWSW SWSW
5
SWSW
0
44
SW
2.5
SW SW
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000112
W VE
VE
CONTINUATION - REFER TO SHEET 1
VE
VE
VE
T
VE
VE SW
W
VE
SW
VE
SW
SW
W
VE
VE
1/2-4/2
C
VE
24.0 37 138
C
120-130
W
VE
C
W
SW
SW
EXISTING
SW
W
W
SW
W
VE
W
SW SW
W
SW SW
PROPOSED
W
SW
WELLESLEY STREET WEST
SW
SW
VE
SW
SW
VE
EXISTING CRL DESIGNATION BOUNDARIES
SW
VE
PEDESTRIAN ACCESS ROUTES SW
VE
21. 0
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
N
SW
TN
SW
15-31
WORK ZONE C2.2 UTILITY WORKS ZONE (PREVIOUSLY CONSENTED)
SW
ISO A1 594mm x 841mm
LEGEND:
24
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 5 SHEET 2 OF 2 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000112
REVISION
A
ISO A1 594mm x 841mm
LEGEND: BENTONITE MIXING + PUMPS
FUTURE STATION ENTRANCE
N
TN
DESIGNATION BOUNDARY
WASTE MANAGEMENT AREA
BENTONITE SILOS
STORES LOADING AREA
CSA BOUNDARY
SITE COMPOUND FENCE
16 15 14 13 12 11 10
17
9
8
7
6
5
PEDESTRIAN ACCESS CONTROL
4
VEHICLE ACCESS CONTROL
VEHICLE MOVEMENTS
WORKSHOP
MIXER
SITE VEHICLES
POLYMER STORAGE
PUBLIC USE AREA
MUD LINES (1M WIDE)
MUD
WATER MISSION PUMP
RETAINING WALL MUD
BENTONITE TANK
SITE OFFICE AND WELFARE
SITE VEHICLE ENTRY AND EXIT ONLY
FACILITIES (KITCHEN, TOILETS, SHOWERS, CHANGING ROOMS)
3
MUD
BENTONITE AREA
TOWER CRANE FOR BUILDING CONSTRUCTION
TRANSFORMERS
TX
MISSION PUMP
Last saved by: PERRY.KOSTANICH(2019-11-12) Last Plotted: 2019-11-12 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-AOT-RME-LKA-SKE-000113
WELLESLEY STREET WEST
MISSION PUMP
MUD
2
DESANDING PLANT
1 TEMPORARY SPOIL PIT
MYERS STREET
SPARE
TX LOCATION OF PROPOSED SURGE PILE SPARE
EMERGENCY ACCESS AREA HAZARDOUS GOODS STORE
MAYORAL DRIVE
VEHICLE ENTRY & EXIT
NOTES:
MA 2.5
0
5
YO RA
LD
RI
10m
SCALE 1:250
Link Alliance has prepared this document for the sole use of the client and for a specific purpose, each as expressly stated in the document. No other third party should rely on this document without the written consent of Link Alliance. Link Alliance undertakes no duty, nor accepts any responsibility, to any third party who may rely upon or use this document.
10
20
30
40
50
60
CREATOR ID : 70
80
90
100mm
SIZE A1
FOR INFORMATION APPROVED
DRAWN
A
FOR ISSUE DESCRIPTION
C. SMITH
11/11/2019
CHECKED
DATE
APPROVED
DATE
C. SECRETIN
11/11/2019
This drawing is confidential and shall only be used for the purpose of this project. The signing of this title block confirms the design and drafting of this project have been prepared and checked in accordance with the Link Alliance quality assurance system to ISO 9001-2000.
CITY RAIL LINK
ZONE:
---
TITLE:
CONSTRUCTION & ENVIRONMENTAL MANAGEMENT PLAN AOTEA STATION STAGE 4 & 5 WORKS CONSTRUCTION SUPPORT AREA
A. SIMPSON
P. KOSTANICH
VE
PROJECT:
C. SMITH
REV
COMPANY NUMBER : 6267870
SCALE AS SHOWN
DESIGNED REVISIONS
CLIENT:
0
1. INTERIM STAGES MAY BE REQUIRED WITHIN STAGES 4-5 TO COMPLETE CERTAIN AREAS. 2. LOCATION OF ACTIVITIES AND OPERATIONS WITHIN THE CSA ARE INDICATIVE ONLY AND MAY CHANGE AS THE DESIGN PROGRESSES. 3. PEDESTRIAN AND VEHICLE ACCESS MAINTAINED TO PROPERTIES AT ALL TIMES. 4. PEDESTRIAN ACCESS ROUTES ARE INDICATIVE ONLY AND WILL BE CONFIRMED AS PER THE TAP DWP. 5. TMP'S TO BE DEVELOPED DURING DETAILED DESIGN. 6. ALL VEHICLE ENTRY AND EXIT POINT TO THE WORKS AREA SHOULD BE STABILISED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.
PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - AOT - RME - LKA - SKE - 000113
REVISION
A
Construction Noise and Vibration Delivery Work Plan
CLG and independent peer review comments CLG Comments A Community and Business Liaison Group (CLG) meeting for Aotea Stages 4 and 5 Utility Relocation Works was held on 30 September 2019 from 1600hr to 1730hrs. No comments where provided on this DWP by the CLG. Comment ID
Date
Time
Forum
None.
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| Construction Noise and Vibration Delivery Work Plan
Contributor
Comment
Resolution
Construction Noise and Vibration Delivery Work Plan
Independent Peer Review Query # 1
Address
Property
22 Durham Street
Tower
2
65 Albert Street
District Court
3
83 Albert Street
Coffee Right CafĂŠ
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| Construction Noise and Vibration Delivery Work Plan
Noise
Noise levels and mitigation will need to be revised for utility relocation works on Kingston Street Noise levels and mitigation will need to be revised for utility relocation works on Kingston Street
Vibration
Other
Response
Vibration contours suggest that building damage will likely occur
Childcare centre should be included as a sensitive receiver
We note that in practice construction vibration levels are generally lower on site than those which vibration emission radii are based on (worst-case assumptions for ground type and vibration source characteristics). The contours reflect vibration through the ground and don’t take into account the transfer function of the building. The vibration criteria apply in the building, not in the ground outside. Even if the criteria are exceeded it does not mean that building damage will occur. Childcare centre has been included. The updated Stage 4-5 documents include works on Kingston Street.
Vibration levels and mitigation will need to be revised for utility relocation works on Kingston Street Vibration levels and mitigation will need to be revised for utility relocation works on Kingston Street
The updated Stage 4-5 documents include works on Kingston Street.
Construction Noise and Vibration Delivery Work Plan 4
87-89 Albert Street
Da Vinci Restaurant
Noise levels and mitigation may need to be revised for 87-89 Albert Canopy Removal works
The updated Stage 4-5 documents include these canopy removal works.
5
87-89 Albert Street
Little Albert Coffee
Noise levels and mitigation may need to be revised for 87-89 Albert Canopy Removal works.
The updated Stage 4-5 documents include these canopy removal works. Copy removal works will occur when cafĂŠ is not open or outside of their busiest periods, where practicable
Very high noise levels expected due to streetside nature of coffee Stall. Can coffee shop feasibly operate during canopy removal? If not, what mitigation can be offered? Noise levels and mitigation may need to be revised for 87-89 Albert Canopy Removal works
6
87-89 Albert Street
Tower
7
52 Victoria Street West
Subway
35 dB Rw from glazing and door closed may be optimistic if doors are to remain open. Can supplementary cooling be provided to allow the door to be closed?
Vibration contours suggest block may be subject to vibrations significant enough to damage building
8
99 Albert Street
Tower
Ground floor is an occupied space (rather than "Not a noise sensitive space") which opens during work hours.
Vibration contours suggest block may be subject to vibrations significant enough to damage building
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| Construction Noise and Vibration Delivery Work Plan
There may be some occupied areas on the ground floor which will need to be assessed. Confirm or update if remainder of ground level is occupied
The updated Stage 4-5 documents include these canopy removal works.
Please refer to response to Query 1 above in relation to vibration. Adding cooling isn’t going to allow the doors to remain shut. Doors will be open and closed regularly to allow patrons to enter and exit. Barriers will provide attenuation to the ground floor. Please refer to response to Query 1 above in relation to vibration.
Construction Noise and Vibration Delivery Work Plan
9
66 Victoria Street West
Seven Mart
10
66 Victoria Street West
Coffee Shop
11
68 Victoria Street West
Velvet Burger
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| Construction Noise and Vibration Delivery Work Plan
This will need to be considered Can supplementary cooling be provided to allow the door to be closed? (Rw 30 being assumed, but door noted as generally open) Noise levels are expected to reach 95dB+ outside. Rw 35 seems unlikely with sash windows and should be rechecked. It seems likely that internal levels will be exceeding 65 dBA and will cause communication problems. Noise levels at Vic Street West faรงade is greater than listed (based on contours). Owner prefers to leave door open (comment "Temporary barrier preferable to maintain visibility"), but assessment assumes door closed. Further consultation strongly recommended. Can mitigation be introduced to allow roller door to be closed (e.g. supplementary cooling and signage to alternative entry)?
Vibration contours suggest block may be subject to vibrations significant enough to damage building Vibration contours suggest block may be subject to vibrations significant enough to damage building
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Owner should be reconsulted once confirmed impact is known
Doors will be open and closed regularly to allow patrons to enter and exit. Please refer to response to Query 1 above in relation to vibration. Noise levels at that level will be intermittent, not present for long periods of the day. Where practicable high noise generating activities will occur outside of the coffee shops operating times or outside of their busiest periods.
Construction Noise and Vibration Delivery Work Plan 12
55-59 Victoria Street West
Maj Time [Taj Mahal?]
Mitigation measures should be listed out. Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3-day durations for works still apply, or do the works need to extend to more days but be limited to early hours?
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential” features. The application of DIN 4150 Commercial Limits should be reconfirmed by structural expert, or assessment adjusted if building features are found to be more sensitive.
13
55-59 Victoria Street West
Café Midnight Express
Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours?
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential” features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive
14
55-59 Victoria Street West
Kebab Time
Mitigation measures wholly inadequate
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Very high noise levels expected due to Streetside nature of retail store. Can store feasibly operate during works?
• Additional mitigation is surely required here with Page 44
| Construction Noise and Vibration Delivery Work Plan
If it is found to be practicable for noisy works to be carried out before lunch time adjacent to these properties it is unlikely to increase the duration of works as it will only be high noise generating activities carried out before lunch. Other construction works will proceed throughout the day. Please refer to response to Query 1 above in relation to vibration. We consider the commercial vibration limits to be appropriate for this building Please see response to Query 12 above.
More effective barriers will be utilised for works adjacent to this receiver. Where practicable high noise generating activities will be conducted outside
Construction Noise and Vibration Delivery Work Plan expected levels of 90-95 dBA. • Can more effective and enclosing barriers be used here given extremely high levels expected? • Levels above 85 dBA are an OH&S concern and it cannot be reasonable to expect businesses and customers to wear hearing protection.
15
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55-59 Victoria Street West
Mai Thai Restaurant
| Construction Noise and Vibration Delivery Work Plan
Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours? Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours?
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential” features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive.
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential” features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive.
of operational hours or busiest periods. Please see response to Query 12 above for other matters raised in this Query.
Please see response to Query 12 above
Construction Noise and Vibration Delivery Work Plan 16
63 Victoria Street West
Pawn Shop
Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours?
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential� features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive.
Please see response to Query 12 above
17
69 Victoria Street West
Hell's Pizza
Can supplementary cooling be provided to allow the door to be closed? (Rw 30 being assumed, but door noted as generally open) Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours?
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Communications plan not clear about what concerns the owner/manager had.
Please see response to Queries 7 and 12 above
Contours appear to show 95 dBA+, not 85-95 dBA. Impact on upper floor
Vibration contours suggest block may be subject to vibrations significant
18
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71 Victoria Street West
Fiddler Irish Pub
| Construction Noise and Vibration Delivery Work Plan
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential� features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive. Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street
Please see response to Query 12 above
Construction Noise and Vibration Delivery Work Plan
especially should be confirmed back to owner
enough to damage building
frontage has "residential” features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive.
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential” features. The application of DIN 4150 Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive.
Please see response to Query 12 above
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Building age uncertain but canopies appear vibration sensitive. Wooden balcony to Albert Street frontage has "residential” features. The application of DIN 4150
Please see response to Query 12 above
Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours? 19
67 Victoria Street West
Victoria Street News Agency
70-80dB noise at façade inconsistent with contours and previous noise estimates, which give 75-85dB with noise barriers Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours?
20
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67 Victoria Street West
Mexican café
| Construction Noise and Vibration Delivery Work Plan
75-85dB noise at façade inconsistent with contours, which give 85-95dB. Updated noise levels and internal impacts should be communicated to owner.
Construction Noise and Vibration Delivery Work Plan Commercial Limits should be reconfirmed by a structural expert, or assessment adjusted if building features are found to be more sensitive.
Where multiple businesses in the 55-75 Victoria Street West prefer prelunchtime works, do the nominated 1-3d a y durations for works still apply, or do the works need to extend to more days but be limited to early hours? 21
27-35 Victoria Street West
President Hotel
22
98-102 Albert Street
Surf n Snow
There appear to be a range of faรงade types (including older hinged and sliding windows) which are likely to be poorly sealed. Rw 30 seems optimistic for these cases and should be reassessed. Noise levels at faรงade appear to be around 100 dBA at worst case, internal levels are therefore expected to be closer to 75 dBA accounting for the poor faรงade. The most exposed rooms do not appear to be reasonably habitable during these works and we
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| Construction Noise and Vibration Delivery Work Plan
Building is referenced as residential for vibration, however construction seems to be more commercial in style. Building classification should be checked.
We consider the residential vibration limits to be appropriate for this building
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Further consultation will occur with the Surf n Snow to determine the best time for noisy works to occur. Where noise levels are particularly high and no other mitigation is practicable it may be necessary for the project to book out the affected rooms. Please refer to response to Query 1 above in relation to vibration.
Construction Noise and Vibration Delivery Work Plan note that issues with fire alarm audibility may also be encountered above 65 dBA. If mitigation cannot reduce internal noise levels to safe/reasonable values, other mitigation options that do not require people to be in these spaces should be considered. 23
24
Page 49
100 Albert Street
98 Albert Street
Rio CafĂŠ
The Cut
| Construction Noise and Vibration Delivery Work Plan
Noise estimation is given if doors are closed, however the communications records indicate that the doors need to be open for access and while the business is operating. No mitigation is given in this case (85-95 dB), which would be unacceptable in this environment. Mitigation may be needed in the form of supplementary fresh air/cooling to enable front door and large air vents top of glazed doors to be closed off. Possible options should be discussed with owner/manager To be updated following interview with owner
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Noise barriers will be installed and noisy works will be conducted after 3pm where practicable. Please refer to response to Query 1 above in relation to vibration.
Vibration contours suggest block may be subject to vibrations significant
Please refer to response to Query 1 above in relation to vibration.
Construction Noise and Vibration Delivery Work Plan enough to damage building 25
98-102 Albert Street
Auckland Print Shop
26
41 Victoria Street West
Pita Pit
27
45 Victoria Street West
Liquor and Tobacco city
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| Construction Noise and Vibration Delivery Work Plan
Noise estimation is given if doors are closed, however the communications records indicate that the doors need to be open for ventilation and while the business is operating. No further mitigation is given for this case.
Please refer to response to Query 7 above.
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Mitigation may be needed in the form of supplementary fresh air/cooling to enable front door to be closed. Possible options should be discussed with owner/manager Confirm with owner/manager that door can be closed during works Noise levels depend on shutting of door for mitigation, however the door is a roller door which is expected to perform around Row 20 (as opposed to Rw 30 listed) and the roller doors must be open during open hours, so this mitigation is not an option during working hours.
Please refer to response to Query 7 above. Open hours are noted as 10-11 but may be 10:00am - 11:00pm. These should be clarified.
Where practicable high noise generating activities will be carried out before 10am. Barriers will provide mitigation to ground floor properties.
Construction Noise and Vibration Delivery Work Plan
If works must occur after 10am, is it practically safe for shop to remain open with internal levels around 85 dBA with door open?
28
47 Victoria Street West
City Photo
If mitigation cannot reduce internal noise levels to safe/reasonable values, other mitigation options that do not require people to be in these spaces should be considered. Mitigation measures involve closing of the shop door, but the communications plan notes that the door needs to be open for ventilation. Further mitigation may be needed in the form of supplementary fresh air/cooling to enable front door to be closed. Possible options should be discussed with owner/manager. If works must occur after 9am, is it practically safe for shop to remain open with internal levels around 85 dBA with door open?
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Adding cooling/ fresh air isn’t going to allow the doors to remain shut. Doors will be open and closed regularly to allow patrons to enter and exit. High noise generating activities will be intermittent and where possible these will occur outside of the operational hours of the shop.
Construction Noise and Vibration Delivery Work Plan 29
44-52 Wellesley Street West
Christian Reading Centre
30
44-52 Wellesley Street West
Crayon Nail & Beauty
31
44-52 Wellesley Street West
Western Union
32
17 Wellesley Street West
Guerrilla Espresso
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| Construction Noise and Vibration Delivery Work Plan
Automatic doors may not provide enough insulation for Rw 30. Mitigation could be implemented in the form of a more effective noise barrier extending up to the underside of the canopy that achieves significantly more than 10 dBA reduction. Frameless glass doors may not provide enough insulation for Rw 30. Mitigation could be implemented in the form of a more effective noise barrier extending up to the underside of the canopy that achieves significantly more than 10 dBA reduction. Automatic doors may not provide enough insulation for Rw 30. Mitigation could be implemented in the form of a more effective noise barrier extending up to the underside of the canopy that achieves significantly more than 10 dBA reduction. To be updated following interview with owner
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Please refer to response to Query 1 above in relation to vibration.
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Please refer to response to Query 29 above.
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Please refer to response to Query 29 above.
Vibration contours suggest block may be subject to vibrations significant enough to
Please refer to response to Query 1 above in relation to vibration.
More effective barriers will be investigated and utilised where practicable.
Construction Noise and Vibration Delivery Work Plan
33
19 Wellesley Street West
Launderette
To be updated following interview with owner
34
21 Wellesley Street West
Convenience Superette
To be updated following interview with owner
35
21A Wellesley Street West
Kaishi
The estimated faรงade performance also appears to be greater than the surrounding properties (Rw 35 vs 30) despite the facade consisting of more glazing (90% vs 80%) Possible mitigation to install higher performing noise barriers up to underside of canopy
36
21B Wellesley Street West
Chawlas Indian Restaurant
This property does not have mechanical ventilation, but the mitigation measures require the door closed to achieve the required noise levels inside.
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| Construction Noise and Vibration Delivery Work Plan
damage building Vibration contours suggest block may be subject to vibrations significant enough to damage building Vibration contours suggest block may be subject to vibrations significant enough to damage building Vibration contours suggest block may be subject to vibrations significant enough to damage building
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Change in ownership observed? Possible mitigation to install higher performing noise barriers up to underside of canopy
Please refer to response to Query 1 above in relation to vibration.
Please refer to response to Query 1 above in relation to vibration.
Business does not appear to exist (see previous notes page 3).
Please refer to response to Query 29 above.
Please refer to response to Query 29 above.
Construction Noise and Vibration Delivery Work Plan
The estimated faรงade performance also appears to be greater than the surrounding properties (Rw 35 vs 30) despite the facade consisting of more glazing (90% vs 80%) Possible mitigation to install higher performing noise barriers up to underside of canopy 37
25-27 Wellesley Street West
Tony's Steak House
This property does not have mechanical ventilation, but the mitigation measures require the door closed to achieve the required noise levels inside. Possible mitigation to install higher performing noise barriers up to underside of canopy
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| Construction Noise and Vibration Delivery Work Plan
Vibration contours suggest block may be subject to vibrations significant enough to damage building
Please refer to response to Query 29 above.