Mt Eden Main Works Outline Plan CRL-MTE-RME-LKA-PLN-800031
Revision: 001 Date: 29 June 2020
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Outline Plan of Works
Mt Eden Main Works Outline Plan CRL-MTE-RME-LKA-PLN-800031 This document is uncontrolled when printed. This document should be printed in colour
Revision Status Revision
Issue Date
Major Changes
Changed By
Approved By
Rev A00
28/05/20
Draft to CRLL
Michelle Chan & Aslam Bhikoo
Peter Roan
Rev A01
04/06/20
Draft to KiwiRail
Michelle Chan & Aslam Bhikoo
Peter Roan
Rev 000
17/06/20
Final for pre-lodgement
Michelle Chan & Aslam Bhikoo
Peter Roan
Rev 001
29/06/20
Final for submission
Michelle Chan & Aslam Bhikoo
Peter Roan
Approval Status Name/Title Prepared by:
Michelle Chan Link Alliance - Planner
Signature
Date 29 June2020
Aslam Bhikoo Link Alliance ā Senior Planner
Reviewed by:
Maree Drury Consenting Lead/Kaimahere
29 June 2020
Controlled by:
Peter Roan Link Alliance ā Consents Manager
29 June 2020
Approved by:
Richard Jenkins City Rail Link Limited ā Principal Planner
29 June 2020
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Outline Plan of Works
Table of contents Glossary ......................................................................................................... 6 1. Introduction ............................................................................................. 9 1.1
Purpose ........................................................................................................................ 9
1.2
City Rail Link Project ...................................................................................................... 9
1.3
Overview of CRL works in Mt Eden ................................................................................ 9
1.4
Statutory Approvals Overview ..................................................................................... 11
1.4.1.
CRL Designation 2500-6 ................................................................................................ 12
1.4.2.
KiwiRail Designation 6300 ............................................................................................. 13
1.4.3.
Regional Resource Consents ......................................................................................... 13
1.4.4.
Consents under National Environmental Standards ..................................................... 14
1.4.5.
Archaeological Authority .............................................................................................. 14
1.4.6.
Mt Eden Enabling Works and Normanby Road Early Works ........................................ 14
1.4.7.
Works Outside the Designation .................................................................................... 14
1.5
Outline Plan Supporting Documents ............................................................................ 14
1.6
Requiring Authority and Site Details ............................................................................ 16
2. Statutory Framework ............................................................................. 17 2.1
Section 176A RMA - Outline Plan Requirements ........................................................... 17
2.2
Designation Conditions................................................................................................ 17
3. Site Description...................................................................................... 21 4. Description of the Mt Eden Main Works ................................................ 23 4.1
Overview .................................................................................................................... 23
4.2
Staging ........................................................................................................................ 23
4.3
Vegetation Removal .................................................................................................... 24
4.4
Relocation of Network Utilities .................................................................................... 25
4.5
Construction Support Areas ......................................................................................... 25
4.5.1.
Mt Eden CSA 4 ............................................................................................................... 26
4.5.2.
Eastern Facing Connection CSA 5.................................................................................. 26
4.5.3.
Western Facing Connection CSA 5 ................................................................................ 26
4.6
Hours of Work ............................................................................................................. 27
5. Outline Plan Requirements .................................................................... 28 5.1 Page 3
Height, Shape and Bulk of the Works ........................................................................... 28
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Outline Plan of Works 5.1.1.
Porters Avenue Overbridge .......................................................................................... 28
5.1.2.
CSAs ............................................................................................................................... 29
5.1.3.
Mt Eden Station and NAL Overpass .............................................................................. 29
5.1.4.
Ventilation Building ....................................................................................................... 29
5.1.5.
Newton Grade Separation Structure and Eastern Tunnels........................................... 30
5.1.6.
Mt Eden Station Trough and CRL Platforms.................................................................. 30
5.1.7.
NAL Platform ................................................................................................................. 31
5.1.8.
Normanby Road Grade Separation Bridge.................................................................... 31
5.1.9.
Fenton Street Footbridge .............................................................................................. 32
5.1.10.
Eastern and Western Crossover Structures .................................................................. 32
5.1.11.
Retaining walls .............................................................................................................. 34
5.1.12.
Utility Diversion............................................................................................................. 35
5.2
Location of the Site ..................................................................................................... 35
5.3
Likely Finished Contour of the Site ............................................................................... 35
5.4
Vehicular Access, Circulation and Parking .................................................................... 35
5.4.1.
Access ............................................................................................................................ 36
5.4.2.
Circulation ..................................................................................................................... 37
5.4.3.
Parking .......................................................................................................................... 37
5.5
Landscaping ................................................................................................................ 38
6. Other Matters to Avoid, Remedy or Mitigate Adverse Effects on the Environment ................................................................................................ 39 6.1
Construction Noise and Vibration ................................................................................ 39
6.2
Network Utilities ......................................................................................................... 40
6.3
Historic Character: Built Heritage and Archaeology ...................................................... 40
6.3.1.
Built Heritage ................................................................................................................ 40
6.3.2.
Archaeology .................................................................................................................. 40
6.4
Trees and Vegetation .................................................................................................. 41
6.5
Contamination ............................................................................................................ 41
6.6
Air Quality .................................................................................................................. 42
6.7
Social Impact and Business Disruption ......................................................................... 43
6.8
Erosion and Sediment Control ..................................................................................... 44
6.8.1. 6.9
Flocculant Treatment .................................................................................................... 45
Building Condition Surveys .......................................................................................... 45
6.10 Urban Design .............................................................................................................. 46
7. Consultation .......................................................................................... 47 Page 4
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Outline Plan of Works 7.1
Mana Whenua ............................................................................................................ 47
7.2
Community and Business Liaison Group ....................................................................... 47
7.3
Auckland Council ......................................................................................................... 48
7.4
Network Utility Operators ........................................................................................... 48
7.5
Other parties............................................................................................................... 48
Appendix A:
Cover Letters ........................................................................ 49
Appendix B:
Planning Maps ..................................................................... 50
Appendix C:
Designation Conditions ........................................................ 51
Appendix D:
Construction Environmental Management Plan ................... 52
Appendix E:
Property Details ................................................................... 53
E.1 CRL Designation Properties .............................................................................................. 53 E.2 KiwiRail Designation Properties........................................................................................ 54
Appendix F:
Design Drawings................................................................... 55
F.1 General Arrangement Drawings, Existing and Finished Contours ....................................... 55 F.2 Porters Avenue Overbridge .............................................................................................. 56 F.3 Mt Eden Station and NAL Overpass .................................................................................. 57 F.4 Ventilation Building ......................................................................................................... 58 F.6 Mt Eden Station Trough and CRL Platform ........................................................................ 59 F.7 NAL Platform ................................................................................................................... 60 F.8 Normanby Grade Separation ............................................................................................ 61 F.9 Fenton Street Footbridge ................................................................................................. 62 F.10 Eastern and Western Crossover StructureĆ¢€™s .................................................................... 63 Eastern Crossover Structure ......................................................................................................... 63 Western Crossover Structure........................................................................................................ 64 F.11 Retaining Walls .............................................................................................................. 65
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Outline Plan of Works
Glossary Term
Definition
The Council
Auckland Council
ACZ
Active Construction Zone
AEE
Assessment of Environmental Effects
AQ DWP
Air Quality Delivery Work Plan, also Air Quality Management Plan (AQMP)
AUP
Auckland Unitary Plan (Operative in Part)
BCS
Building Condition Survey
CLG (or CBLG)
Community (Business) Liaison Groups
CCP
Communication and Consultation Plan
CEMP
Construction Environmental Management Plan
C DWP
Contamination Delivery Work Plan, also refers to Contaminated Soils Management Plan
CNV DWP
Construction Noise and Vibration Delivery Work Plan
Communication and Consultation
Responsible for notifying residents of works occurring within the near vicinity and managing mitigation as required; primary contact for project related complaints and enquiries.
Construction Contractor
Also referred to as Link Alliance
CPTED
Crime Prevention Through Environmental Design
CRL
City Rail Link
CRLL
City Rail Link Limited
CWD
Clean Water Diversion Bunds
CSA
Construction Support Area
dB
A unit of measurement on a logarithmic scale which describes the magnitude of sound pressure with respect to a reference value (20ĆľPa)
DWD
Dirty water diversion
DWP
Delivery Work Plan
EFC
Eastern Facing Connection
ERP
Emergency Response Plan
ESCP
Erosion and Sediment Control Plan
ESCM
Erosion and Sediment Control Measures
ESM
Environment and Sustainability Manager
ESP
Environmental Sustainability Planning Manager
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Outline Plan of Works
Term
Definition
GD05
Auckland Council, Erosion and Sediment Control, Guidelines for Land Disturbing Activities in the Auckland Region, Guideline Document 005, 2016
GSMCP
Groundwater and Settlement Monitoring and Contingency Plan
H&S
Health and Safety
HHA
Historic Heritage Area
HC DWP (Built Heritage Section)
Historic Character Delivery Work Plan (Built Heritage Section)
HC DWP (Archaeology Section)
Historic Character Delivery Work Plan (Archaeology Section)
HNZPT
Heritage New Zealand Pouhere Taonga
IAP2
International Association for Public Participation
IPRP
Independent Peer Review Panel
IS
Infrastructure Sustainability
ISCA
Infrastructure Sustainability Council of Australia
ITA EMP
Industrial and Trade Activity Environmental Management Plan
Link Alliance
Construction Contractor
MP
Management Plan
MTE/MTN
Mount Eden
NA
Not applicable
NAL
North Auckland Line
NIMT
North Island Main Trunk-line
NUO
Network Utility Operators
NZHPT
New Zealand Historic Places Trust
OP
Outline Plan
PA DWP
Public Art Delivery Work Plan
Permit to Notify (PTN)
Permit to Notify will be used to facilitate internal approvals for works that are likely to have an impact on the adjacent community (refer CCP for further detail).
Retaining Wall Names:
BST ā Boston Road MTE ā Mount Eden NMB ā Normanby Road PRT ā Porters Avenue
RMA
Resource Management Act 1991
SIBD DWP
Social Impact and Business Disruption Delivery Work Plan
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Outline Plan of Works
Term
Definition
SSCNMP
Site Specific Construction Noise Management Plan
SSCVMP
Site Specific Construction Vibration Management Plan
SSCNVMP
Site Specific Construction Noise and Vibration Management Plan
SDS (or MSDS)
(Material) Safety Data Sheet
SSESCP
Site Specific Erosion and Sediment Control Plan
Sub-plans, suite of plans, DWP, MPs
Referring to sub-plans throughout the documents. These plans include all Delivery Work Plans (DWP) and Management Plans (MP) which are supporting documents to the CEMP. All DWP/MPs are listed in section 1.4 of the CEMP.
TAP DWP
Transport Access and Parking Delivery Work Plan
TV DWP
Trees and Vegetation Delivery Work Plan
UD DWP
Urban Design Delivery Work Plan
WARRMP
Waste Avoidance and Resource Recovery Management Plan
WFC
Western Facing Connection
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Outline Plan of Works
1.
Introduction 1.1 Purpose
This Outline Plan relates to all construction works along the Mt Eden Section of the City Rail Link (CRL) between State Highway 1 and Dominion Road not previously authorised by the Mt Eden Enabling Works (OPW60350039) and Normanby Road Early Works (OPW60351423) Outline Plans. The works comprise retaining walls, trenching the rail corridor, walking and cycling over bridges, road bridges for grade separation, utility diversions, rail crossover structures and the redeveloped Mt Eden Station. These works are referred to as the Mt Eden Main Works (Ć¢€œmain worksĆ¢€?) and are described in full in Section 4. The works are authorised and provided for by CRL Designation 2500-6 in the Auckland Unitary Plan (AUP), for which City Rail Link Limited (CRLL) is the requiring authority, and the North Auckland Railway Line (NAL) Designation 6300, for which KiwiRail Holdings Ltd (KiwiRail) is the requiring authority (refer to Section 1.4 for further detail).
1.2 City Rail Link Project The CRL project comprises the construction, operation and maintenance of a 3.4 km underground passenger railway, running between Britomart Station and the NAL in the vicinity of Mt Eden Station. The CRL also involves the construction of two new underground stations at Aotea and Karangahape, and a redeveloped station at Mt Eden (refer to Figure 1-1). d
Figure 1-1: Alignment of CRL
1.3 Overview of CRL works in Mt Eden
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Outline Plan of Works The CRL works in the Mt Eden area involve the construction of the southern section of the tunnel structures and the tie-in to the existing NAL, including the construction of the redeveloped Mt Eden Station. The Mt Eden Active Construction Zone (ACZ) and Construction Support Areas (CSAs) are generally located between Nikau Street to the north, State Highway 1 (SH1) to the east, Dominion Road to the west and the existing NAL to the south (refer to Figures 1-2 and 1-3).
Figure 1-2: Main works ACZ (purple shaded area) and CSAs (orange shaded areas) ā Eastern end
Figure 1-3: Main works ACZ (purple shaded area) and CSAs (orange shaded areas) ā Eastern end
The works in this area include: ā¢ Operational activity required to support the tunnel boring machine (TBM) drive, including control room and plant, storage and spoil handling; ā¢ Construction of a new Mt Eden Station building, incorporating passenger linkages between the new CRL platform and the modified existing NAL platform; ā¢ Construction of a portal vent house building structure; ā¢ Installation of retaining walls (BST-Boston Road; MTN-Mt Eden; NMB-Normanby Road; and PTR- Porters Avenue) and utilities;
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Outline Plan of Works ā¢ Road over rail bridges at Mt Eden Road, Normanby Road and Ruru Street with sections of road realignment; ā¢ Grade separation structures for the existing and new rail lines to pass-over and connect with each other, including the Newton Junction Grade Separation Structure, the Eastern Facing Connection (EFC) and the Western Facing Connection (WFC); ā¢ Pedestrian and cyclist bridge structures at Fenton Street and Porters Avenue; and ā¢ New road linkages within the reinstated area post-construction. Given the nature and scale of CRL works in Mt Eden, construction is being undertaken in a staged manner: ā¢ Early and enabling works (2019-2022): Outline Plans and sub-plans for the Mt Eden Demolition Works (OPW60335715), Mt Eden Enabling Works (OPW60350039) and the Normanby Road Early Works (OPW60351423) were confirmed by Auckland Council and physical works have commenced. Further detail is provided in section Error! Reference s ource not found. of the CEMP (Appendix D). ā¢ Mt Eden Main Works (to be undertaken from mid-2020 through to 2024) will involve: o o o o o o o o
Tunnel Boring Machine (TBM) operations; Cut and cover tunnel construction; Retaining wall construction and the realignment of the existing NAL between SH1 and Dominion Road; Rail line tie-ins including Newton Grade Separation Structure, and Eastern and Western Crossover structures; Grade separation of Normanby Road; Pedestrian / cyclist bridges at Fenton Street and Porters Avenue; Permanent utilities and track drainage; and Construction of the new Mt Eden Station building, and reconstructed NAL platform.
ā¢ Public realm reinstatement: these works will involve establishing the final finishings and features that will comprise the completed Mt Eden Station and surrounds and will likely be undertaken from 2021 to the first quarter of 2024.
1.4 Statutory Approvals Overview The works described in this Outline Plan are authorised by CRL Designation 2500-6 and KiwiRail Designation 6300 in the AUP, and the CRL Aotea to North Auckland Line (A2N) resource consents. The boundaries for the CRL and KiwiRail designations are shown in Figure 1.4 and the General Arrangement Drawings in Appendix F.1.
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Outline Plan of Works
CRL Designation 2500-6 KiwiRail Designation 6300
Figure 1-4: Area of works and designation boundaries
1.4.1. CRL Designation 2500-6 The CRL is provided for by six separate designations (2500-1 to 2500-6 in the AUP). The Mt Eden main works are located within Designation 2500-6. Designation 2500-6 is a āsurface designation for the construction, operation and maintenance of the CRL ā including the rail tunnels and connections required to join the CRL to the North Auckland Railway Line (NAL). This designation is located generally between New North Road, Mt Eden Road and Boston Road in the north and the NAL in the South. It also includes land located on the southern side and adjacent to the NAL between Normanby Road and Mt Eden Road, and to the immediate east and west of Porters Avenue1ā. The main works within the CRL designation comprise the activities and structures listed below: ā¢ Roading and civil works within Normanby Road, Boston Road, Nugent Street, Lauder Road, Flower Street, Shaddock Street, Nikau Street, Ngahuru Street, Porters Avenue, Haultain Street and Wynyard Street including utility relocations, drainage, reconstruction of the Normanby Road / Boston Road roundabout ā¢ CSAs 4 and 5 ā¢ Walls NMB01, NMB02, NMB06 (part)2 ā¢ Walls BST01, NMB 04A, NMB05, EFC 060 (Eastern Cross Over) ā¢ Wall PRT 05 (part) 1
Auckland Unitary Plan (Operative in Part) ā 2500 City Rail Link Limited Where āpartā is referenced, this is because the structure borders both CRL and KiwiRail designations Page 12 | Mt Eden Main Works 2
Outline Plan of Works ā¢ ā¢ ā¢ ā¢ ā¢
MTE 130 (Mt Eden Road Bridge updated) East Link to tunnels Fenton Street Overbridge (part) Porters Avenue Overbridge (part) Ngahura Street reinstatement
The conditions relating to Designation 2500-6 are provided in Appendix C and addressed further in Section 2.2. The locations of these main works structures and activities are shown in the General Arrangement Drawings in Appendix F.1.
1.4.2. KiwiRail Designation 6300 The main works will also require works within KiwiRail Designation 6300 which applies to the NAL from Portage Road, Otahuhu to Ross Road, Topuni. The purpose of Designation 6300 is to ādevelop, operate and maintain railways, railway lines, railway infrastructure, and railway premises as defined in the Railways Act 2005ā. The main works that are within the KiwiRail designation comprise: ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢
Earthworks Track drainage Retaining walls NMB01, NMB02, NMB03A, NMB03B, NMB04A, NMB04B, NMB05 Normanby Road Bridge Eastern Cross Over Walls MTE01, MTE02 MTE091 Ruru Street Extension Wall (part) MTE092 Ruru Street Extension Station Access Wall (part) Fenton Egress Link Fenton Street Foot Bridge MEFH (part) Mt Eden NAL Platform; foundation and structure Porters Avenue overbridge (part) Western Cross Over Structure (part) Walls PRT01, PRT02A, PRT02B, PRT03, PRT05, PRT06, PRT07 Removal of the NAL Down-Main track and overhead line equipment between Grafton scissors and Dominion Road Overpass
The locations of these main works structures and activities, and the interaction between KiwiRail and CRL designations, are shown in the General Arrangement Drawings in Appendix F.1.
1.4.3. Regional Resource Consents A suite of regional resource consents (known as the Aotea to North Auckland Line (A2N) consents) provide for the construction of CRL between Wyndham Street in the City Centre and Mt Eden. It is noted that the relevant resource consent conditions are not addressed as part of this Outline Plan, other than by way of inclusion of relevant environmental management plans required by both the resource consent and designation conditions (refer to Section 1.5 below).
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Outline Plan of Works
1.4.4. Consents under National Environmental Standards The A2N consents include consent under the Resource Management (National Environmental Standard for Assessing and Managing Contaminants in Soil to Protect Human Health) Regulations 2011 (NESCS).
1.4.5. Archaeological Authority An Archaeological Authority (Authority no. 2017/793) is held for the construction of the CRL Aotea to NAL works, which specifies how archaeological remains or artefacts encountered during construction are to be managed. The main works are covered by this authority.
1.4.6. Mt Eden Enabling Works and Normanby Road Early Works The Mt Eden Enabling Works and Normanby Road Early Works packages were the subject of separate Outline Plans (Council ref. OPW60350039 and OPW60351423), which have been authorised by Auckland Council and construction works are underway. The Mt Eden Enabling Works involve setup of the CSA 4, establishment of the tunnel portal structure and bulk excavations, construction of the additional Mt Eden Road and Ruru Street road-over-rail bridges, and utility diversions. The Normanby Road Early Works involve establishment of the CSA 5, ground improvement works, construction of retaining walls, utility diversions and construction of the temporary services and pedestrian bridge across the Normanby Road rail crossing.
1.4.7. Works Outside the Designation In some locations, the main works will require works outside the designation boundary. This includes: ā¢ the signalising of the Normanby Road/Mt Eden Road intersection; ā¢ the construction of a second traffic lane provided on Boston Road approaching the intersection with Mt Eden Road; ā¢ new stormwater drainage along Enfield Street and Mt Eden Road; ā¢ the tie-in of utility diversions and the temporary storage of construction materials within part of 95 Mt Eden Road. Where such works are required, they will be reviewed to ensure they are provided for either by the AUP as permitted activities, or additional resource consents will be sought.
1.5 Outline Plan Supporting Documents This Outline Plan has been prepared by the Link Alliance on behalf of CRLL and KiwiRail, in accordance with section 176A of the Resource Management Act 1991 (RMA) and condition 10 of Designation 2500-6. As required under CRL designation condition 10.1, this Outline Plan includes: ā¢ a Communication and Consultation Plan; ā¢ a Construction Environmental Management Plan (CEMP); and ā¢ a suite of Delivery Work Plans (DWPs) that sit as sub-plans to the CEMP. Page 14
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Outline Plan of Works The CEMP and sub-plans that form part of this Outline Plan are identified in Table 1.1, along with reference to the specific designation and resource consent conditions that set out the requirements for the individual plans. Some plans are required by both designation and resource consent conditions (refer Table 1.1), in which case a single plan has been produced to address all relevant designation and consent requirements. Table 1.1: CEMP and Sub-plans
Plan
Relevant Conditions CRL Designation
Resource consents
Construction Environmental Management Plan (CEMP) ā Appendix D to this Outline Plan
C 20-21
C 35 - 36
Social Impact and Business Disruption DWP (SIBD DWP) ā Appendix F of the CEMP
C 61
-
Communication and Consultation Plan (CCP) ā Appendix G of the CEMP
C 15
C 25
Erosion and Sediment Control Plan (ESCP), including Flocculant Treatment Management Plan (FTMP) ā Appendix H to the CEMP
-
C 53 and C 59
Air Quality DWP / Air Quality Management Plan ā Appendix I of the CEMP
C 59
C 222
Trees and Vegetation DWP (TV DWP) ā Appendix J of the CEMP
C55
Transport, Access and Parking DWP (TAP DWP) ā Appendix K of the CEMP
C 25
-
Construction Noise and Vibration DWP (CNV DWP) (including Site Specific Construction Noise and Vibration Management Plans (SSCNVMPs)) ā Appendix L of the CEMP
C 36
-
Historic Character Delivery Work Plan (Built Heritage Section) (HC DWP (Built Heritage Section)) ā Appendix M of the CEMP
C42
-
Historic Character Delivery Work Plan (Archaeology Section) (HC DWP (Archaeology Section)) ā Appendix N of the CEMP
C41
-
Contamination DWP / Contaminated Soils Management Plan (CDWP) ā Appendix O of the CEMP
C 57
C 131
Groundwater and Settlement Monitoring and Contingency Plan (GSMCP) ā Appendix P of the CEMP
-
C 97
Industrial and Trade Activities Environmental Management Plan (ITA EMP) ā Appendix Q of the CEMP
-
C159
Urban Design Delivery Work Plan (UD DWP) ā Appendix S of the CEMP3
C 49
-
The plans listed in Table 1.1 have been prepared in consultation with the Mt Eden Community and Business Liaison Group (CLG) (refer to Section 7.1 of this Outline Plan) and the CEMP and DWPs have also been reviewed by an Independent Peer Review Panel. In accordance with designation condition 10.2, the CEMP and sub-plans clearly document the comments and inputs received during this process, along with a clear explanation of where comments or recommendations have been incorporated in the plans, or where they have not been incorporated, the reasons for this.
3
The Urban Design DWP required under designation condition 47 will be provided in a staged manner. The UD DWP provided with this outline plan addresses the Porters Avenue overbridge and surrounding urban realm. UD DWP for other urban design elements of the main works will be provided with subsequent Outline Plans. Page 15 | Mt Eden Main Works
Outline Plan of Works All of the main works will be carried out in general accordance with this Outline Plan and supporting documents listed in Table 1.1 as required by designation condition 10.6.
1.6 Requiring Authority and Site Details Tables 1.2 and 1.3 provide the details of the requiring authorities and sites for the main works Table 1.2: Requiring authority and property details ā CRL Designation
Requiring Authority
City Rail Link Limited
Owner of site
Auckland Council (road reserve) and Crown (City Rail Link Limited)
Site address / map reference
Mt Eden Road, Flower Street, Ruru Street, Nikau Street, Shaddock Street, Fenton Street, Porters Avenue, Wynyard Road, Haultain Street, Normanby Road, Water Street, Boston Road
Legal descriptions
Multiple properties ā refer attached schedule (Appendix E)
Relevant Plans
Auckland Unitary Plan (Operative in Part) (AUP)
Designation reference
CRL designation ā 2500-6 ā confirmed 10 November 2015
Underlying zoning
Business ā Mixed Use
Address for service
City Rail Link Limited Attention: Richard Jenkins ā Principal Planner Phone: 021 870 124 Email: richard.jenkins@cityraillink.govt.nz
Table 1.3: Requiring authority and property details ā KiwiRail Designation
Requiring Authority
KiwiRail Holdings Ltd
Owner of site
Crown (KiwiRail and City Rail Link Limited) and Auckland Council (road reserve)
Site address / map reference
Porters Avenue, Fenton Street, Haultain Street, Mt Eden Road
Legal descriptions
Multiple Legal Descriptions ā refer attached schedule (Appendix E)
Relevant Plans
AUP
Designation reference
KiwiRail designation ā 6300, North Auckland Railway Line from Portage Road, Otahuhu to Ross Road, Topuri
Underlying zoning
Strategic Transport Corridor
Address for service
KiwiRail Attention: Phone: Email:
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Rebecca Beals ā RMA Team Leader (04) 498 3389 Rebecca.Beals@kiwirail.co.nz
Outline Plan of Works
2.
Statutory Framework 2.1 Section 176A RMA - Outline Plan Requirements
Under s176A of the RMA, the requiring authorities (CRLL and KiwiRail) are required to submit an Outline Plan to Auckland Council for the works that are to be undertaken within their designations. Section 176A(3) of the RMA requires that an Outline Plan must show: a.
The height, shape, and bulk of the works;
b.
The location of the works on the site;
c.
The likely finished contour of the site;
d.
The vehicular access, circulation, and the provision for parking;
e.
The landscaping proposed; and
f.
Any other matters to avoid, remedy, or mitigate any adverse effects on the environment.
These matters are addressed in Section 5 below.
2.2 Designation Conditions In addition to the matters set out in s176A(3) of the RMA, this Outline Plan must also address the conditions of CRL Designation 2500-6 and KiwiRail Designation 6300. Table 2.1 and 2.2 identify the relevant conditions of the respective designations and where they are addressed in this Outline Plan. The full set of designation conditions is included as Appendix C. Table 2.1: CRL designation conditions relevant to this Outline Plan
Condition No.
Condition
Section in Outline Plan
9.2
A summary of the communication and consultation undertaken between the Requiring Authority and Network Utility Operators prior to construction commencing shall be provided as part of the Outline Plan.
Section 7
10.1
The Requiring Authority shall submit an Outline Plan to the Auckland Council for the construction of the City Rail Link in accordance with section 176A of the RMA. The Outline Plan shall include:
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a) The Communications and Consultation Plan (Condition 15);
Appendix G of the CEMP
b) The Construction Environmental Management Plan (CEMP);
Appendix D
c) Delivery Work Plans (DWPs);
Appendices F to S of the CEMP
d) Site Specific Construction Noise/Vibration Management Plans (SSCNVMPs) and Notable Receiver Management Plans; and
Appendix L of the CEMP
e) Any other information required by the conditions of this designation associated with the construction of the City Rail Link.
This document and Appendix D
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Outline Plan of Works
Condition No.
Condition
Section in Outline Plan
10.2
The plans listed in Condition 10.1 above must clearly document the comments and inputs received by the Requiring Authority during its consultation with stakeholders, affected parties and affected in proximity parties, and any recommendations received as part of the Independent Peer Review Panel process (where applicable), along with a clear explanation of where any affected party comments or peer review recommendations have not been incorporated, and the reasons why not.
Feedback provided in appendices of each DWP and CEMP.
10.3
The Requiring Authority may choose to give effect to the designation conditions associated with the construction of the City Rail Link: a) Either at the same time or in parts; b) By submitting one or more: i. Communication and Consultation Plans; ii. CEMP; iii. DWPs; and iv. SSCNVMPs, SSCNMPs and SSCVMPs.
CEMP and DWPs.
10.4
These plans should clearly show how the part integrates with adjacent City Rail Link construction works and interrelated activities. This particularly applies where the Urban Design DWP is submitted as a number of plans.
CEMP and DWPs
10.5
Early engagement will be undertaken with Auckland Council in relation to preparation and submission of the Outline Plan to establish a programme for the Outline Plan process to ensure achievable timeframes for both parties.
Section 7.3 and CEMP
10.6
All works shall be carried out in accordance with the Outline Plan(s) required by this condition.
Noted
11.1
Prior to submitting the CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) to Auckland Council for the construction of the City Rail Link, the Requiring Authority shall engage suitably qualified independent specialists agreed to by Auckland Council to form an Independent Peer Review Panel. The purpose of the Independent Peer Review Panel is to undertake a peer review of the CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) and provide recommendations on whether changes are required to those plans in order to meet the objective and other requirements of these conditions.
Independent Peer Reviewer comments are provided in appendices of each DWP and the CEMP.
11.2
The CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) must clearly document the comments and inputs received by the Requiring Authority during its consultation with stakeholders, affected parties and affected in proximity parties, along with a clear explanation of where any comments have not been incorporated, and the reasons why not. This information must be included on the CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) provided to both the independent peer reviewer and Auckland Council as part of this condition.
Feedback provided in appendices of each DWP and CEMP.
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Outline Plan of Works
Condition No.
Condition
Section in Outline Plan
11.3
The CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) submitted to Auckland Council shall demonstrate how the recommendations from the independent peer reviewers have been incorporated, and, where they have not, the reasons why not.
Independent Peer Reviewer comments are provided in appendices of each DWP and the CEMP.
Table 2.2: KiwiRail designation conditions relevant to this Outline Plan
Condition No.
Condition
Comment
See Diagram B09-06 for strata diagram for land adjacent to Broadway, Newmarket.
Condition does not apply (relates only to specific sites at Newmarket) and Remuera). Condition does not apply (relates only to specific sites at Newmarket and Remuera).
No additions or alterations shall be made to the building scheduled in the District Plan (Map Reference E10-23 Remuera Railway Station and Signal Box) other than in accordance with an outline plan submitted and processed in terms of Section 176A of the Resource Management Act 1991. This provision shall also apply to the interior of the building and the site surrounds as dimensioned in the Plan
The following conditions apply between points X: 1,750,777.116m Y: 5,914,020.693m and X: 1,737,958.656m and Y: 5,921,597.470m (NZTM2000), 3
3. Where an outline plan of works is submitted in accordance with s176A of the Resource Management Act 1991, prior to commencing the project or work, that plan shall be accompanied by: a. A statement outlining the District Plan objectives and policies relevant to the works proposed; and b. An assessment of the effects the works described in the outline plan will have on the environment
4
Appropriate sedimentation and erosion control measures shall be employed for any new earthworks on the designated site
Condition does not apply (relates only to the section between New Lynn and Waitakere).
The following condition applies between points X: 1,757,567.27m Y: 5,918,513.74m and X: 1,757,256.36m Y: 5,918,405.33m; and between X: 1,757,231.23m Y: 5,918,394.69m and X: 1,756,991.17m Y: 5,918,288.67m; and between X: 1,756,611.6m Y: 5,918,312.33m and X: 1,756,430.01m Y: 5,918,230.89m (NZTM2000) (shown as "land to be designated" on plans CRLSYW-RME-000-DRG-0103 and 0104 Rev 1): 5
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Where an outline plan of works is submitted in accordance with s 176A of the Resource Management Act 1991 in relation to the installation of new track, that plan shall confirm: a. that, except as provided for in (c), all track to be installed in these locations will be continuously welded rail; b. that the track in these locations will be inspected by an EM80 inspection train (or similar) at least every six months, and, if results show track corrugation, that maintenance will be undertaken to remove the corrugations as soon as practicable; and | Mt Eden Main Works
Works will occur in this area but this OP does address the operational effect of new track installation.
Outline Plan of Works
Condition No.
Condition c. where a turnout or break in the rail is proposed in these locations, the measures that are to be undertaken (including the use of low vibration turnouts) to ensure that vibration will be no greater than the standard set out below, at the measurement point. i. The standard is 0.14mm/s RMS between 8 and 80Hz, in accordance with ISO2631-2:2003, for 95% of any 20-consecutive freight train pass-bys. ii. The measurement point is to be within 500mm above the ground at the foundation of any building containing residential unit(s) existing as at 1 December 2017, located within 25m of the turnout or break in the rail.
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Comment
Outline Plan of Works
3.
Site Description
The main works will be undertaken near and within the existing Mt Eden Station area and along the NAL, in an existing urban environment generally bounded by the NAL (south), State Highway 1 (east), Dominion Road (west), and Nikau Street (north). The main works will include construction activity along Nikau Street, Ruru Street, Porters Avenue, Fenton Street, Haultain Street, Ngahura Street, Flower Street, Shaddock Street, Mt Eden Road, Normanby Road, Boston Road and Nugent Street. The main works area is approximately 10.5ha and is a fully developed urban environment with nearly 100% impervious cover. Approximately 2.0ha is rail corridor including ballast and impervious station and road crossing areas. The remaining 8.5ha comprises a fully developed urban environment including buildings (some of which have now been demolished), roads and carparks. There are limited areas (approximately 5,500m2) of existing vegetation within the main works area. The topography of the area slopes down towards the railway corridor (Figure 3-1). There are overland flow paths within the rail corridor as well as along streets and within some properties, such as 32 Normanby Road and 1 Enfield Street. This results in some areas within and adjacent to the rail corridor being prone to the 1% Annual Exceedance Probability (AEP) floodplains. The stormwater network and associated overland flow paths discharge ultimately to Motions Creek and the Upper WaitematÄ Harbour.
Figure 3-1: Topography, overland flow paths and 1% AEP floodplains of the Mt Eden main works area
Land uses within the vicinity of the main works comprise a mixture of residential, commercial, and light industrial activities within generally low-rise buildings (ranging from one to three storeys, varying in height given ground contour). Sensitive receivers in the area include: ā¢ residential dwellings (including apartments and townhouses) and offices that either directly adjoin the works area or are in close proximity; ā¢ an early childhood education facility (Bear Park) located at 32 Akiraho Street; ā¢ a community mental health outpatient clinic located at 5 Porters Avenue; ā¢ accommodation units and offices at the Mt Eden Corrections Facility; and Page 21
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Outline Plan of Works Ć¢€Ė MediaWorks premises (housing studios and broadcasting facilities) at 3 Flower Street, 71 Boston Road and 155 New North Road. Mt Eden Road, Boston Road (west of Normanby Road) and Nugent Street are classified as Arterial Roads within the AUP; while Normanby Road, Boston Road (east of Normanby Road), Ngahura Street, Korari Street, Flower Street, Shaddock Street, Nikau Street, Ruru Street, Porters Avenue, Fenton Street, Haultain Street and Wynyard Road are all local roads. On-street parking and footpaths are provided intermittently adjacent to the carriageways.
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Outline Plan of Works
4.
Description of the Mt Eden Main Works 4.1 Overview
The Mt Eden main works will be undertaken from mid-2020 through to 2024. Construction works will occur concurrently along several active work fronts within the main works area to enable the redevelopment of the Mt Eden Station and CRL tie-ins to the NAL (refer to Error! Reference source n ot found.). In summary, the main activities include: ā¢ Set up of construction support areas (described in further detail in Section 4.5 below), including establishment of Industrial and Trade Activities; ā¢ Ground improvements, in the form of deep soil mixing (contiguous piling and grout injection), within the NAL corridor between Mt Eden Road Bridge and Normanby Road; ā¢ Construction of retaining walls and bulk excavations along the NAL to provide for the rail trenches and installation of new tracks. The excavation will encounter basalt, which will be removed via rock-breaking and blasting. In places, softer ground conditions are anticipated to be encountered, which may require the use of sheet piles; ā¢ Construction of the eastern and western crossover structures that enable the CRL to tie-in to the NAL; ā¢ Construction of the Porters Avenue and Fenton Street overbridges, and the public realm reinstatement of the surrounding area; ā¢ Construction of the Normanby Road grade separation bridge, including regrading of Normanby Road and realigning the Boston Road roundabout; ā¢ Construction of the Mt Eden Station, ventilation building, CRL platform and building foundations, and redevelopment of the existing NAL platform; and ā¢ TBM operational activities, which include conveying spoil material from the tunnels, refuelling and general maintenance of the TBM. A detailed description of the main works is included in the CEMP (Appendix D) and drawings depicting the main works are provided in Appendix F.
4.2 Staging The main works are divided into several stages within the various work areas. Indicative dates and duration of the main construction activities have been provided in section 2.3 of the CEMP for each of the NAL geographical areas listed below: ā¢ East Facing Connection 1 (EFC1), i.e. Eastern tie in to Normanby Road; ā¢ East Facing Connection 2(EFC2) from Normanby Road to Mt Eden Road, including eastern cross over structure; ā¢ Mt Eden (MTN), including Mt Eden Station and Tunnels and NAL platform; and ā¢ West Facing Connection (WFC) - including western crossover structure and western NAL. WFC is divided into two areas: WFC1 (from the MTN to just before Porters Avenue) and WFC2 between Porters Avenue and the western end of the NAL. During construction, trains will utilise āSingle Line Runningā (or SLR) when passing through Mt Eden in order to keep freight and passenger services operating on the western line while Mt Eden Station is closed. SLR will ensure enough space to safely complete construction on alternate sides of the rail corridor. Page 23
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Outline Plan of Works Generally, the works along the NAL are divided into two stages to allow works on the northern (downmain) and southern (upmain) sections to correspond with the SLR of train services through the construction area. Stage 1 is generally on the southern side of the railway. Stage 2 is generally on the northern side of the railway. The staging drawings are attached in Appendix B of the CEMP (Appendix D). Some works are dependent on when full closure of a train line is undertaken (referred to as a Block of Line (BOL)). As an indication, the 2020 BOLs are as follows: ā¢ ā¢ ā¢ ā¢ ā¢ ā¢
8-9 August 2020 (services investigation); 29-30 August 2020 (isolation of site and work on single line running); 12-13 September 2020 (disconnection of services from the platform); 26-27 September 2020 (demolition of footbridge); 24-26 October 2020 (footbridge piling between the two railway lines); Christmas 2020 (temporary sheet pile wall construction between MC10 and MC40).
Works within the Mt Eden Station area will occur in various stages. Early stages (i.e. between February 2020 and February 2021) have already been addressed in the Mt Eden Enabling Works outline plan package (refer section 2.1 of the CEMP (Appendix D)), and subsequent stages (i.e. from March 2021 to August 2022) will be undertaken as part of the main works. For the new Mt Eden Station building and ventilation building, construction of the foundations and building structures will be undertaken between March 2021 and August 2022, while the finishing of the buildings, public realm and landscape, will be completed as part of the future public realm reinstatement. These are illustrated in the staging drawings attached in Appendix B of the CEMP (Appendix D).
4.3 Vegetation Removal The main works will require works in proximity to 34 trees, with 30 of these trees requiring removal as shown in Figure 4.1. More detail of the trees and vegetation within the Mt Eden main works area is provided in the TV DWP included as Appendix J of the CEMP (Appendix D). A Flame tree (scheduled as a Notable Tree in the AUP) and a mature English Oak tree will not be removed as part of the main works and will be protected during construction (refer N1 and T24 in Figure 4.1). Works within the root zone of the Flame tree are however anticipated. The method for tree removal will be informed by a qualified practitioner in accordance with site observations, such as the proximity of surrounding buildings, tree size and overall condition. Works will generally involve setting up fencing around the area of trees that require removal, trimming of branches and cutting of the trunk, excavation or grinding of the stump (dependant on location of network utilities) and subsequent clean-up of the work area. Replacement planting will be undertaken as part of the public realm reinstatement on completion of the main works. It is noted that a tree register has been developed identifying all trees and vegetation impacted and removed as part of the CRL project which will inform the mitigation planting plan.
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Outline Plan of Works
Figure 4-1: Trees within or near the main works area (Red circle ā trees for removal/ Green Circle ā trees retained)
4.4 Relocation of Network Utilities Some of the network utility relocations within the Mt Eden area are being undertaken as part of the Mt Eden Enabling Works and the Normanby Road Early Works. Additional relocation of network utilities is required to enable the Mt Eden Station trough, grade separation of Normanby Road and the NAL, and tie in works between CRL and the NAL. Works will include the relocation of stormwater, wastewater, potable water, gas, telecommunications and electrical utilities as outlined in Section 2.3 of the CEMP and shown in the General Arrangement Drawings in Appendix F of this Outline Plan. It is noted that the relocation of some utilities such as stormwater and wastewater services as per the construction staging, are permanent, whilst others may be temporary and reinstated upon completion (for example, at Normanby Road utilities will be diverted via the temporary services bridge, and following completion of the grade separation of Normanby Road and the NAL, these utilities will be incorporated into the new (permanent works) bridge or alongside and over the existing railway corridor). Some utility relocations will also require works beyond the designation footprint. As explained in Section 1.4.7 of this Outline Plan, these works will be reviewed to ensure they are provided for either by the AUP as permitted activities, or additional resource consents would be sought as required. Currently there are no additional approvals required for minor utility works occurring outside of the designations. All works relating to network utilities that are within or are in close proximity to the main works area will be managed in accordance with operational, safety and integrity requirements. Co-ordination and consultation with Network Utility Operators (NUO) has been undertaken throughout the development of the works methodology and will continue during the main works. Further detail on the utility diversion works is included in the CEMP (Appendix D).
4.5 Construction Support Areas There are three areas that have been identified as CSAs as part of the main works: ā¢ CSA 4, located between Ngahura Street, Nikau Street and Mt Eden Road Page 25
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Outline Plan of Works ā¢ Eastern Facing Connection CSA 5, located at 14-22 Boston Road, 11 Water Street and 28 Mt Eden Road; and ā¢ Western Facing connection CSA 5, located near 1A Porters Avenue at the western end of the main works area. CSA 4 and East Facing Connection CSA 5 have been established under the Mt Eden Enabling Works and Normanby Road Early Works Outline Plans. The CSAs will be present throughout the majority of the main works duration, whereas site entry / exits / ACZs will be established and disestablished as required for related construction activities at different stages of the main works. Details on the access and egress to the CSAs and ACZs are provided in Section 4.4 of the TAP DWP (Appendix K of the CEMP).
4.5.1. Mt Eden CSA 4 CSA 4 has already been established as part of the Mt Eden Enabling Works, and provides space for the TBM plant and equipment, stockpile storage and handling area, concrete crusher, tower crane, and site office and associated facilities. The buildings and storage facilities to be placed on the site will be no greater in height, shape and bulk than the buildings that have been demolished. Taller structures such as cranes and a conveyor system will be temporary and removed following construction. Hoardings have been installed around the construction site, and general āhousekeepingā measures such as managing graffiti and litter will be enforced to mitigate the visual impacts on surrounding land uses. The indicative site layout for the CSA 4 is shown in the staging drawings included as Appendix B of the CEMP (Appendix D).
4.5.2. Eastern Facing Connection CSA 5 Eastern Facing Connection CSA 5 is located at 14-22 Boston Road, 11 Water Street and 28 Mt Eden Road. The site has been initially established through the Normanby Road early works. Main works activities within this CSA are expanded to include earthworks for the construction of the retaining wall in the north-eastern corner of the carpark (BST-01), the north sewer diversion and the establishment of site offices and staff facilities. This includes the establishment of carparking, stockpile and spoil areas and manoeuvring areas for heavy vehicles and machinery. An indicative site layout for the Eastern Facing Connection CSA5 is shown in the staging drawings included as Appendix B of the CEMP (Appendix D). The CSA will be progressively established from February 2020 through to September 2020. Further detail of the CSA establishment is included in the CEMP (Appendix D).
4.5.3. Western Facing Connection CSA 5 Western Facing Connection CSA 5 is located at the western end of the NAL within the main works area, near 1A Porters Avenue. The site will be used to access the ACZ (between Porters Ave and the Dominion Road overpass), as well as for storage purposes by the piling team and bridge construction team. The existing pedestrian walkway will be blocked with a fence, and pedestrians will be diverted to a walkway under the bridge along New North Road. Western Facing Connection CSA 5 area has a steep slope and a block wall will be constructed across the entire site to contour the working area.
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Outline Plan of Works An indicative site layout for the Western Facing Connection CSA 5 is shown in the staging drawings included as Appendix B of the CEMP (Appendix D).
4.6 Hours of Work Construction work will generally be undertaken between 7am to 10pm Monday to Saturday, in accordance with the CRL construction noise and vibration standards (designation conditions 31 and 34). Piling and road cutting works will be restricted to 7am to 7pm from Monday to Saturday as per CRL designation condition 36.3b, except where a BOL results in the determination that the Best Practicable Option (BPO) is to undertake works on a Sunday due to Health and Safety requirements. This is will be addressed by a Site Specific Construction Noise and Vibration Management Plan. Some construction works (e.g. concrete pours, traffic switches, deliveries, loading in/lifting, utilities work, D-wall works, confined space entries, road civil works, works occurring during the BOL) may be undertaken outside of these hours, however this would not be a general occurrence and will be done in accordance with the designation conditions. Blasting in the vicinity of MediaWorks will take place Monday to Saturday at 10:32am and 2:32pm (as agreed with MediaWorks), and this will avoid MediaWorks sensitive times in accordance with designation conditions 32.6 and 35.11. Some construction activities, such as tunnelling, will involve works between 10pm and 7am, i.e. night works. These activities will generally be completed below ground level and are anticipated to cause minimal disturbance.
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Outline Plan of Works
5.
Outline Plan Requirements
Section 176A of the RMA sets out the matters to be included in an Outline Plan. These are addressed in Sections 5.1 to 5.5 below. Design drawings including general arrangement sheets, cross sections, long sections and finished contours are provided in Appendix F of this Outline Plan and staging and CSA layout drawings are provided in Appendix B of the CEMP (Appendix D). Matters to avoid, remedy or mitigate effects on the environment are addressed in Section 6 below. For the avoidance of doubt, this Outline Plan does not address any aspects of the architectural fit out of the Mt Eden Station nor the permanent above ground public realm (streetscape) reinstatement including landscaping associated with the station. These matters will be addressed in a future Outline Plan that will include an Urban Design (UD) DWP to address designation conditions 47-49 and 53-54. The design of the Mt Eden Station, including architecture and urban design elements, has been ongoing since the early stages of the CRL project. This design will continue to develop in accordance with the urban design and associated mana whenua principles specified in the designation conditions and will be addressed in the future UD DWP. Construction of the main works in accordance with the drawings (Appendix F) and information provided as part of the current Outline Plan will not compromise the ability to undertake the future architectural and public realm works in a manner consistent with the urban design principles. This Outline Plan does however address the Porters Avenue overbridge and the public realm reinstatement of Porters Avenue, Haultain Street, and Wynyard Road. Fenton St overbridge and the public realm reinstatement of Fenton Street will form an addendum to the Porters Avenue UD DWP later this year. The UD DWP provided in Appendix S of the CEMP (Appendix D) addresses the Porters Avenue overbridge and surrounding streetscape reinstatement. For information purposes, the design principles, indicative station flythrough and latest concept drawings can be found on the CRLL website (https://www.cityraillink.co.nz/crl-stations-mounteden).
5.1 Height, Shape and Bulk of the Works 5.1.1. Porters Avenue Overbridge The Porters Avenue overbridge is located to the west of Mt Eden Station and will cross over the proposed CRL West Facing Connection lines which ties into the NAL. The pedestrian and cycle bridge has an overall length of approximately 83m (including staircases), with single span of approximately 46m and is approximately 12.5m in height. The deck of the bridge varies in width between 7m at either end to 2.5m wide at the midspan, and sits approximately 6.2m above the track. The bridge replaces the at-grade pedestrian crossing between Wyndham Street and Porters Avenue. The general arrangement and typical cross sections of the bridge are provided in Appendix F.1 and F.2. The bridge has been architecturally designed to reflect the surrounding environment and blends with the enhanced urban realm design for the area. The design and finishing of this structure has been addressed in section 6.10 and the UD DWP (Appendix S of the CEMP).
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Outline Plan of Works
5.1.2. CSAs The layout of the CSAs will generally include plant and equipment, water treatment and storage silos, stockpile storage and handling area, and site office and associated facilities (refer Section 2.7 of the CEMP). The CSA 4 will also include a tower crane and the TBM plant and equipment. The buildings and storage facilities within the CSA sites are temporary in nature and will generally be no greater in height, shape and bulk than the buildings that have been demolished or are otherwise currently in the surrounding area. As set out in the CEMP, hoardings will be installed around the construction site, and general Ć¢€˜housekeepingĆ¢€™ measures such as managing graffiti and litter will be enforced to mitigate the visual impacts on surrounding land uses. The layout of the CSA is shown in Appendix B of the CEMP. Upon completion of works, CSA areas will be reinstated to enable future land use development.
5.1.3. Mt Eden Station and NAL Overpass The Mt Eden Station is the connection and interchange point between the CRL and NAL lines. The two-storey building will be constructed of precast concrete walls around the building perimeter with an internal steel structure, founded on concrete bored piles socketed to basalt. The general arrangement and elevation of the Station and NAL Overpass are provided in Appendix F.1 and F.3. The NAL pedestrian overpass connects the station building to the NAL platforms with vertical transportation linking the overpass to platform level below. Full storey height, steel trusses have been used to support the floor slab, roof structure and external cladding. The structure will be supported on concrete columns. As discussed above the architectural design and finishing of the station building will be addressed through a separate Outline Plan for public realm reinstatement. However, it is necessary to commence construction of the structure prior to finalising the public realm reinstatement works. Overall the height, shape and bulk of the proposed Mt Eden Station and NAL overpass is in accordance with the designation, and will align with anticipated future development within the surrounding environment.
5.1.4. Ventilation Building A ventilation building, located above the cut and cover tunnel portals leading into the Mt Eden Station trough, will house the tunnel ventilation system as well as other plant rooms. The building will be a rectangular concrete box structure, four storeys in height, with internal steel framing to form the floors. The general arrangement and elevation of the ventilation building are provided in Appendix F.1 and F.4. As discussed above the architectural design and external appearance of the ventilation building will be addressed through a separate Outline Plan for public realm reinstatement. However, it is necessary to commence construction of the structure prior to finalising the public realm reinstatement works. The building remains in general accordance with the CRL designation. The architectural finishing for this structure is being developed to reflect the surrounding environment. The design and external appearance of this structure will be addressed through a separate Outline Plan for public realm
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Outline Plan of Works reinstatement. However, it is necessary to commence construction of the structure prior to finalising the public realm reinstatement works.
5.1.5. Newton Grade Separation Structure and Eastern Tunnels Newton Grade Separation Structure The Newton Grade Separation Structure is a below ground structure, located south of the intersection of Flower Street and Nikau Street on the south-facing slopes of the New North Road ridge. This provides a connection for the eastern tunnels to the south east, the CRL platform trough to the southwest, the vent building, and tunnels to the north. The structure consists of cast in-situ concrete base slab, walls and top slabs. The general arrangement and a typical cross section of the structure are provided in Appendix F.1. Eastern Tunnels The Eastern Tunnels comprise the MC50 (down main) and MC60 (up main) tunnels. The MC50 tunnel is a single track cut and cover section approximately 230m in length and is approximately 8m wide and 8m in height. The MC 60 tunnel is also a single track cut and cover section approximately 140m in length and is approximately 8m wide and 8m in height. Both the MC50 and MC60 tunnels link to the Eastern Crossover structure as described below. The general arrangement and a typical cross section of the structure are provided in Appendix F.1. Summary These structures are all below surface level and therefore, will not result in any adverse height, shape and bulk effects within the surrounding environment.
5.1.6. Mt Eden Station Trough and CRL Platforms The Mt Eden Station trough is a U-Shape in-situ concrete structure, which extends from the Newton Grade separation structure to the NAL Western crossover. The trough structure is approximately 145m in length and approximately 7m in depth. The new CRL platforms at Mt Eden are located within the trough structure and will be accessible via the Mt Eden Station building. The platform structure will be constructed from precast concrete and will be an open-air platform with a canopy supported with columns (refer Figure 5-1). The general arrangement and a typical cross section of the structure are provided in Appendix F.1 and F.5. The architectural detail associated with the finishing of these structures will be addressed in the Urban Design DWP to be prepared as part of the overall reinstatement for the public realm. However, it is necessary to commence construction prior to finalising the public realm reinstatement works. Overall the Mt Eden Station trough and CRL platforms will be below surface level, therefore any height, shape and bulk impacts will be minimal. The manner in which the structure integrates with the Mt Eden Station will be outlined in the future public realm reinstatement works Outline Plan.
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Outline Plan of Works
Figure 5-1: Mt Eden Station trough and Platform Perspective
5.1.7. NAL Platform Due to the changes required within the NAL corridor to construct the CRL, the existing NAL Platform will be realigned. The platform remains at grade and will be separated from the new station building with a retaining wall and safety fence. The NAL Platform will have a canopy supported with columns. The general arrangement and a typical cross section of the structure are provided in Appendix F.1 and F.6. The layouts and finishing of ancillary structures on the platform such as seating, etc., will be detailed in the future public realm reinstatement outline plan. Overall, the proposed changes to the NAL platform will result in no significant changes in height, shape and bulk compared to the existing environment.
5.1.8. Normanby Road Grade Separation Bridge The Normanby Road grade separation bridge will replace the existing level crossing along Normanby Road. This is to enable the existing NAL rail alignment (MC40 and MC10) to be lowered and the future NAL and new East Link Down Line (MC50) to be trenched. The Normanby Road bridge is a two-span structure with an overall length of approximately 25m. The deck of the bridge is approximately 17m in width and approximately 5m above the NAL track. The bridge will carry two general traffic lanes (one in each direction), cycle lanes (in each direction), footpaths on each side and provision for utilities beneath the bridge. The general arrangement and typical cross sections of the bridge are provided in Appendix F.1 and F.7. The structure will be primarily utilitarian in nature and its design parameters (such as elevation) are dictated by clearance distances required and the future road alignment. The carriageway will be raised, resulting in a visible change to the existing environment. To mitigate any potential adverse amenity effects, balustrades/guardrails will be imprinted with motifs to soften these structures where practicable. The motif details and elements associated with the finishing of these structures will be addressed in the future Urban Design DWP for the public realm reinstatement of the Mt Eden area, but it is necessary to construct the bridges ahead of the public realm reinstatement works.
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Outline Plan of Works
5.1.9. Fenton Street Footbridge The Fenton Street pedestrian and cycle bridge is located to the west of Mt Eden Station and will cross over the proposed CRL West Facing Connection lines which tie into the NAL. The bridge has a curved footprint and will provide pedestrian and cycle access between Fenton Street and Ngahura Street, as well as providing emergency egress from the underlying CRL and NAL platforms. The bridge is a two-span structure with an overall length of approximately 45m (including staircase) and is approximately 12m in height. The deck of the bridge varies between 6.5m wide at either end to 3.0m wide at the central pier and is approximately 5.8m above the NAL tracks. The general arrangement and typical cross sections of the bridge are provided in Appendix F.1 and F.8. The Fenton Street Footbridge will result in a change to the height, shape and bulk of structures within the existing environment. To mitigate any potential adverse amenity effects, the bridge has been architecturally designed to reflect the surrounding environment. As discussed above, the design and finishing of this structure will be addressed in an addendum to the appended UD DWP.
5.1.10. Eastern and Western Crossover Structures Eastern Crossover Structure The Eastern Grade Separation Structure is required to allow the NAL Down Main (MC10) alignment to cross over the Down East Line (MC50) alignment. The design for this structure incorporates an open trench segment between the continuous MC10 crossover slab and Mt Eden Road bridge (refer Figure 5-2). The Eastern Grade Separation structure consists of diaphragm walls (D-wall) with cast in-situ roof slab/struts and base slabs to prop the walls during staged excavation. The D-wall panels are typically 800mm wide and up to 7000mm long. These panels will continue in the west to MC50 (approximately 50m beyond the Mt Eden bridge footprint). The general arrangement and a typical cross section of the structure are provided in Appendix F.1 and F.9.
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Outline Plan of Works
Figure 5-2: Artistic illustration of the EFC crossover structure
Western Crossover Structures The Western Crossover structure is situated adjacent to the CRL and NAL Mt Eden platforms, supporting the NAL Down main (MC10) alignment as it crosses the NIMT Down main (MC20) and NIMT Up main (MC30) alignment within the CRL trench. The NAL Down main (MC10) is a cross sleeper, ballasted track form and is supported off a reinforced concrete deck following its alignment, with the CRL trench reinforced concrete roof beams supporting the deck (refer Figure 5-3). Within the CRL trench, the Western Crossover structure spans the end of the CRL Mt Eden Station Platform. The Western Crossover structure comprises a 115m long semi-open trench. The width of the trench varies from 11m to 18.5m over its length and is up to 7m deep. The length of the structure will be cast in concrete and no artistic design treatment is proposed for these elements. Anti-bird provisions will be provided on the edges of all elements above the CRL platform and egress stairs. The general arrangement and a typical cross section of the structure are provided in Appendix F.1 and F.9.
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Outline Plan of Works
Figure 5-3: Isometric view WFC crossover structure
Summary The Eastern and Western Crossover structures will be at or below street level. Therefore, it is unlikely that these structures will be visible beyond those properties immediately adjacent to the site. Given the utilitarian nature of these structures, there will be limited architectural finishings applied. As part of the public realm reinstatement works, areas affected by the Eastern and Western Crossover structures will be subject to landscape planting where practicable, given the limited available space within the rail corridor. The urban design details for the Eastern and Western Crossover Structures will be provided in a separate outline plan and UD DWP. The height, shape and bulk of these structures is however provided within the current Outline Plan to allow for construction of the foundations and outer envelope of the structures. Overall there will be a change in the environment as a result of these structures, but any height, shape and bulk impacts will be minimal because they will be at or below street level.
5.1.11. Retaining walls The construction of CRL and tie in works to the existing NAL corridor requires a number of retaining walls, to stabilise the works area and mitigate the possible effects of settlement on the surrounding environment. As the ground conditions within the works area varies, the different types of retaining walls proposed comprise: Ć¢€Ė Gravity walls Ć¢€Ė Contiguous/secant pile Ć¢€Ė Diaphragm wall (D-wall)
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Outline Plan of Works The retaining walls vary in height from 0.2m to 8m and size from 600mm diameter to 1200mm diameter. The general arrangement of the retaining walls and the typical cross sections for each type of wall are provided in Appendix F.1 and F.10. Some of the retaining walls will be more visible than others. Some retaining walls will have a shotcrete faƧade to provide additional retaining support, but generally these structures will remain utilitarian in nature. The designs are consistent with what is expected in a highly urbanised environment and within the rail corridor. As part of the public realm reinstatement works, areas affected will be mitigated through landscape planting ā to the extent practicable given limited available space. The details for this will be provided in a separate outline plan. The height, shape and bulk of these structures is provided within the Outline Plan to allow their construction to commence.
5.1.12. Utility Diversion The relocation of network utilities is required to enable the construction of CRL, tie-ins to the NAL and new track alignment. Trenching to enable the diversion and relocation of utilities will be temporary and backfilled (with imported fill delivered as required to avoid excessive stockpiling of materials on site). Network utilities located on the Normanby Road temporary service and pedestrian bridge will subsequently be incorporated with the Normanby Grade Separation. Therefore, the āheight, shape and bulkā of the completed utility diversion works will be no different from the existing environment. The permanent utility locations are shown in the General Arrangement Sheets Appendix F.1.
5.2 Location of the Site The main works are generally between State Highway 1 (east) and Dominion Road (west), and as described in section 3. The works will include multiple ACZs, as illustrated in the staging drawings in Appendix B of the CEMP.
5.3 Likely Finished Contour of the Site Earthworks and changes to the existing land contour are required to construct the eastern and western cross over structures, bridges, and retaining walls along the alignment, as shown in the general arrangement drawings, Appendix F.1. The finished contours for the alignment are provided in Appendix F.1.
5.4 Vehicular Access, Circulation and Parking The main works construction will result in temporary effects on traffic (both general and construction), public transport, access, and pedestrians and cyclists. As per the designation conditions, a TAP DWP is included in this Outline Plan (Appendix K of the CEMP), and describes the vehicle access, circulation and provisions for parking during the main works. The main works will be undertaken in several construction stages over a period of approximately four years (July 2020 ā December 2024). During this time, a number of Temporary Traffic Management Plans (TTMPs) will be implemented for the works with evolving traffic management requirements and traffic lane configurations. Traffic management will range from temporary traffic lane closures and footpath occupation along Mt Eden Road, Normanby Road, New North Road, Boston Road, Nikau Street, Shaddock Street, Flower Street, Ruru Street, Porters Avenue, Fenton Street, Haultain Street and Wynyard Road. Page 35
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Outline Plan of Works
5.4.1. Access In general, truck movements to and from the Mt Eden CSAs and ACZs will be via the arterial road network, Over-Dimensional (OD) routes, Overweight (OW) routes and other authorised routes where no other practical alternative is available. The sites are all well located in relation to accessing the arterial and OD/OW networks. Some of these arterial roads pass through residential zoned land and access to the Fenton Street site requires use of residential and collector roads (Wynyard Road and View Road). Construction vehicle routes for general construction traffic movements (including internal transportation of spoil, materials (such as aggregates) and other construction related deliveries) have been determined to enable access to and egress from each site from North, South or West Auckland via the State Highway network. Outside of these specified routes alternatives will only be used if required, with normal hours for construction vehicle activity limited to 9:30am ā 4:00pm Monday to Friday and 9:00am ā 2:00pm on Saturdays where trucks must pass residential zoned land and education facilities. During the early phases of the main works, large pieces of equipment and machinery will need to be bought to the site to allow the commencement of the physical works. Delivery of large plant or oversized materials (such as components of large structures e.g. the pedestrian bridges) by OD vehicles will take place via the Transport Agencyās OD routes where practicable. Large OW / OD deliveries will occur at night with traffic management assistance and controlled turns at intersections. Pedestrian and cycle access will be maintained to all properties at all time. On-going vehicle access to private properties will be provided to the greatest extent possible. Properties adjacent to the CRL designation area with access onto New North Road, Ruru Street, Korari Street, Flower Street, Nikau Street, Ngahura Street, Porters Avenue, Mt Eden Road, Normanby Road, Boston Road and Nugent Street will remain accessible by: ā¢ Ensuring that New North Road, Mt Eden Road, Korari Street, Nikau Street and Ngahura Street, remain open to all road users, along with sections of Ruru Street, Flower Street, Shaddock Street, Normanby Road, Boston Road and Nugent Street; and ā¢ Where temporary road closures and removal of on-street parking are required (by exception) on Shaddock Street, Flower Street, Ruru Street, Normanby Road, Boston Road and Nugent Street, ensuring an alternative route remains open to and from the wider road network. Construction works will be undertaken to ensure two-way access is maintained at all times for all vehicles accessing the Mt Eden Corrections Facility at 1 Lauder Road. Construction works will also ensure two-way access is maintained at all times for vehicles to the MediaWorks site and to the premises at 32 Normanby Road. Two-way access will be maintained at all times at 51-63 Normanby Road, except utility works may require a brief period of minor restrictions to the accesses for the property where the two-way vehicle movement will be managed over one-lane by Traffic Controllers.
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Outline Plan of Works
5.4.2. Circulation Spoil will be internally transferred to the surge piles at CSA 4 and CSA 5 before being transported offsite. There are a range of potential spoil disposal sites where consenting and operational arrangements are being progressed. This includes sites in the West, South and Central. The additional Mt Eden Road bridge works necessitate the relocation of the pedestrian crossing facility and the bus stops on both sides of Mt Eden Road. The bus stops will be relocated south of the Mt Eden Road / Enfield Street intersection, and signalisation of the intersection is proposed to provide a safe pedestrian crossing facility. Signalisation of New North Road / Ngahura Street intersection will result in the removal of the existing pedestrian crossing to the west of the intersection, while providing a signalised crossing point on the eastern leg of the intersection. The signalisation will also result in the extension of the cycle lane on New North Road westbound, west of the intersection and extension of the cycle lane and addition of drop kerbs on New North Road eastbound, east of the intersection. The construction of the Normanby road bridge and reconstruction of the Normanby Road / Boston Road roundabout will require temporary lane closures. The temporary closures will occur after the Mt Eden Road bridge works in accordance with the requirements of designation conditions. The temporary services and pedestrian bridge across the NAL (part of the Normanby Road early works) will maintain pedestrian access during the temporary closure of the Normanby Road connection. As the temporary bridge will be an able-bodied pedestrian bridge only, cyclist and mobility users will need to cross the rail line at the Mt Eden Road bridge via Enfield Street. The Normanby Road / Mt Eden Road intersection will be signalised during the temporary Normanby Road closure to assist vehicles turning out of Normanby Road into Mt Eden Road. The Porters Avenue railway level crossing will permanently close to vehicle traffic in June 2020. Pedestrian access will be maintained until the Porters Avenue pedestrian and cycle bridge is constructed, which is anticipated to be completed by September 2021. The pedestrian level crossing at Fenton Street / Ngahura Street will close at the same time as the closure of Mt Eden Station in July 2020, and it will be replaced by the Fenton Street pedestrian and cycle bridge, which is anticipated to be completed between April 2023 and December 2024. The existing pedestrian footpath that runs north-south through the WFC CSA 5 and passes beneath the Dominion Road Bridge will be closed during the main works. Temporary traffic management signs will be visible on the footpaths (western side of Dominion Road and further east of New North Road) in advance of the closure to inform pedestrians of the alternative route along New North Road.
5.4.3. Parking On-site parking across all CSAs and ACZs will be provided for the loading/unloading of equipment, materials, spoil and for essential contractor vehicles. The MTN CSA will have some allocated parking within the site. This parking will be provided for site staff and visitors. There will be approximately 40 carpark spaces on site. There will be no provision for on-site construction contractor parking at EFC2 CSA 5 due to space constraints. Any loss of private car parking will be mitigated through alternative car parking arrangements. The displaced parking spaces at 32 Normanby Road will be provided within EFC2 CSA 5 and there will be a safe pedestrian access across the rail line to 32 Normanby Road. Page 37
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Outline Plan of Works On-street parking will be impacted in most of the roads adjoining the main works area. The majority of this parking comprises unrestricted public parking spaces and the Link Alliance will identify alternative on-street parking arrangements so far as is reasonably practicable.
5.5 Landscaping With the exception of planted areas incorporated into the Porters Avenue, Wynyard Road and Haultain Street public realm reinstatement, this main works Outline Plan does not address landscaping. Replacement planting is proposed to mitigate the loss of the trees from within the main works area as outlined in Section 4.1 of the TV DWP (Appendix J of the CEMP). This planting will be undertaken as part of the public realm (streetscape) reinstatement on completion of the main construction works. and will be the subject of a separate UD DWP.
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Outline Plan of Works
6.
Other Matters to Avoid, Remedy or Mitigate Adverse Effects on the Environment
The CEMP and sub-plans that form part of this Outline Plan provide comprehensive details on the management of environmental effects during construction of the main works, including measures to avoid, remedy or mitigate adverse effects on the environment. A summary of the matters covered in the CEMP and sub-plans is provided below.
6.1 Construction Noise and Vibration The main works will create changes to the existing noise environment, with noise and vibration generating machinery (including concrete cutting, blasting, piling, hydro excavation, and use of mechanical excavators and compactors) operating in relatively close proximity to noise and vibration sensitive receivers. Any road cutting or piling works will be restricted to between the hours of 7am7pm Monday to Saturday in accordance with CRL designation condition 36.3(b), except where a BOL results in the determination that the Best Practicable Option (BPO) is to undertake works on a Sunday due to Health and Safety requirements; and this is addressed by a SSCNVMP. The management of construction noise and vibration during the main works is addressed by the CNV DWP (Appendix L of the CEMP). The CNV DWP outlines the construction noise and vibration performance standards that must, as far as practicable, be complied with. The CNV DWP also sets out the management and mitigation measures that will be implemented during the main works in order to avoid or mitigate adverse noise and vibration effects on sensitive receivers located in the surrounding area. The CNV DWP identifies those buildings where construction activities are predicted to exceed the Project Standards for construction noise and vibration and for which a SSCNVMP is required in accordance with CRL designation conditions 37 and 38. Specifically, following modelling of the proposed construction methodology and sequencing for the whole of the main works, 81 SSCNVMPs are required to manage the full scope of activities in Mt Eden. The location of the 81 SSCNVMPs are provided in section 3.3 of the CNV DWP. This in part reflects the elongated nature of the Mt Eden site works extending over approximately 3 km. To date, 32 SSCNVMPs have been prepared. These correspond to the works to be undertaken first and the individual consultation that has been undertaken to date. Detailed engagement specific to construction noise and vibration mitigation has not been able to take place for all 81 SSCNVMPs to date; although corridor-wide engagement has occurred. As a result, the Link Alliance will adopt a staged approach to the preparation and approval process for subsequent SSCNVMPs and this approach has been accepted by Auckland Council. The respective SSCNVMPs outline the BPO that will be implemented during the works to avoid, remedy or mitigate adverse effects on a receiver resulting from construction noise or vibration on the respective properties. Subsequent SSCNVMPs will be able to build on the understanding of effects from site monitoring and will be able to be tailored to reflect actual effects and individual stakeholder sensitivities and circumstances.
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Outline Plan of Works
6.2 Network Utilities The main works will require the temporary and permanent relocation of network utilities within the CRL and KiwiRail designations. All works relating to network utilities will be undertaken in a manner that takes account of, and includes measures to address the safety, integrity and protection of existing network utilities that traverse, or are in close proximity to the works area. Co-ordination and consultation with the NUOs has been undertaken throughout the development of the works methodology and will continue during the works. Refer to Section 5.1 of the CEMP (Appendix D) for a more detailed outline of network utility management during the main works. General Arrangement Sheets provided in Appendix F of this Outline Plan show the locations of the permanent network utilities.
6.3 Historic Character: Built Heritage and Archaeology 6.3.1. Built Heritage Built heritage in proximity to the main works is identified as follows: ā¢ 1 Lauder Road, Mt Eden (old Mt Eden Prison building); ā¢ 24 Normanby Road (Former Colonial Ammunition Company Shot Tower); and ā¢ 26 Normanby Road (Former Colonial Ammunition Company Bulk Store). Having had regard to the vibration levels modelled in the CNV DWP for the main works, building condition surveys (BCS) will be undertaken for the abovementioned properties, as well as two additional character buildings in close proximity to the main works, i.e. 3 Enfield Street (Horse and Trap Tavern) and 3 Akiraho Street (The Loft). Prior to the commencement of works, management of the potential impacts on built heritage will involve building condition surveys and investigations of building foundations. Further, as set out in the CNV DWP and GSMCP, monitoring of vibration and ground settlement will occur. Where practicable, historic streetscape and urban elements such as basalt kerbs and stone walls will be salvaged for reinstatement.
6.3.2. Archaeology There are three archaeological sites within the main works area. There are: ā¢ R11/51 ā a shell midden site related to Maori settlement, recorded in the 1960s near the railway line and within 31 Ruru Street; ā¢ R11/3079 ā a pre 1900 building and associated subsurface remains at 31 Shaddock Street; and ā¢ R11/3080, a pre- 1900 building and any associated subsurface remains at 6 Flower Street. There are no known areas of pre-1900 archaeological potential that requires monitoring by an archaeologist during the main works. The original Mt Eden Prison adjacent to the main works area is a recorded archaeological site (R11/2408). The old prison wall is located immediately adjacent to the NAL railway corridor. Any potential vibration effects on the wall are addressed in the HC DWP (Built Heritage Section). Page 40
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Outline Plan of Works An Archaeological Authority under Section 44(a) of the Heritage New Zealand Pouhere Taonga Act 2014 (Authority no. 2017/793) has been obtained and the works will be undertaken in accordance with this Authority. The Authority requires that work must be carried out in accordance with an approved Archaeological Management Plan, which forms the basis of the Authority. To ensure that the archaeological requirements are fulfilled, the Project Archaeologist will record the demolition of the 1912 Mt Eden railway platform, respond to call-in by the construction contractor, and to investigate and record any archaeological remains exposed. Prior to the start of the main works, the Link Alliance Project Manager/contractors will arrange an on-site meeting with the Project Archaeologist and Mana Whenua representatives, who will provide a briefing on archaeological and cultural requirements for the works, including the type of archaeological remains that might be exposed during works. The Project Archaeologist will attend toolbox meetings as required by the Link Alliance Project Manager during the course of the works, the purpose of which will be to remind construction staff of the projectās archaeological requirements and to ensure that any new staff joining the construction team are fully briefed prior to the commencement of works.
6.4 Trees and Vegetation A TV DWP has been prepared to remedy or mitigate the adverse effects on trees and vegetation affected or removed by the main works (Appendix J of the CEMP). As noted, the main works require the removal of 30 trees within the vicinity of Boston Road. The TV DWP outlines how the trees will be removed and how effects on remaining trees and vegetation will be avoided, remedied or mitigated to an acceptable level. The TV DWP also refers to the replacement planting which will be undertaken through the public realm (streetscape) reinstatement on completion of the main construction works.
6.5 Contamination The CDWP (Appendix O of the CEMP) outlines the procedures to be implemented in relation to the handling and excavation of potentially contaminated soils during construction in order to avoid, remedy or mitigate adverse effects on human health and the environment. The CDWP outlines mitigation measures that will be established prior to the commencement and during bulk earthworks. These include: ā¢ Procedures for the management of contaminated fill and groundwater within the main works footprint; ā¢ Measures to ensure the disposal of contaminated material to an appropriately licensed landfill and appropriate treatment of potentially contaminated water in order to avoid, remedy or mitigate effects; ā¢ Erosion and sediment controls to be implemented in accordance with the ESCP; ā¢ A contamination Health and Safety Plan detailing procedures for site personnel working in and around contaminated/ potentially contaminated soil and water such as site inductions, daily toolbox and hazard identification meetings, use of personal protective equipment, incident reporting; and ā¢ Contingency measures to manage any unexpected discovery of contamination.
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6.6 Air Quality The AQ DWP (Appendix I of the CEMP) outlines how any adverse effects of the discharge of dust and odour from the main works will be avoided, remedied or mitigated to acceptable levels. The overall approach to dust control during the main works involves a focus on pre-emptive mitigation measures such as visual inspections and monitoring to aid in the avoidance of significant discharges of dust, odour and hazardous air pollutants generated by construction activities for the main works. Given the location of the main works, in a built-up urban environment sensitivity of the local area to air pollution in general is relatively high. The following outlines examples of nearby activities that may be sensitive to dust and other air contaminants: ā¢ Residential apartments such as on Flower Street, Nikau Street, Fenton Street, Ngahura Street, Korari Street, Akiraho Street, Enfield Street and Normanby Road; ā¢ Residential houses such as those along Akiraho Street, Ruru Street and Sylvan Avenue; ā¢ The Bear Park Early Childhood Education Centre at the western end of Akiraho Street; ā¢ Pedestrian access (to offices and other place of work) and parked vehicles along roads; ā¢ Bars and restaurants, in particular, premises including outdoor dining or entertainment areas; ā¢ Retail, office and commercial premises; ā¢ Cityside Baptist Church on Mt Eden Road; and ā¢ Mt Eden Correction Facility. A range of measures will be used to manage and mitigate the effects of discharges of dust, odour and construction vehicle exhaust emissions during the main works. In particular: ā¢ Controlling dust from exposed surfaces and limiting the disturbance of soil or dusty materials or the area of exposed materials, particularly during windy conditions; ā¢ Temporary stabilisation or dust suppression measures shall be implemented to prevent dust nuisance to adjoining properties, pedestrians and road traffic. Surfaces that could give rise to dust will be swept regularly to remove any deposited material, and where this is impractical or ineffective these surfaces will be maintained in a damp condition using water sprays to increase surface moisture; ā¢ Controlling emissions from plant and equipment where applicable, in accordance with regulatory requirements (such as emissions standards), and plant utilised for contract works shall be maintained in a good state of repair so as not to produce excessive fumes or leakage of contaminants when parked or in operation; ā¢ Covering loads in haulage trucks where there is a risk of dust and materials being blown from vehicles; and ā¢ Dust contingency measures to address complaints or concentrations of dust that are significantly greater than the trigger values. Visual monitoring will be undertaken by the Mt Eden site environmental adviser for the duration of the main works on a daily or weekly basis, where required. Continuous dust monitoring will be carried out, adjacent to sensitive areas when in the vicinity of dust generating activities. It is expected that at least three monitors are to be used. The locations for the installation of dust monitors are:
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Outline Plan of Works ā¢ Mediaworks building at the corner of Nikau Street and Flower Street, adjacent to the proposed portal location. This site is intended to monitor particulate levels downwind of the Mt Eden ACZ in prevailing southwest winds. ā¢ Existing Mt Eden Station platform. This site is intended to monitor particulate levels adjacent to residential and commercial activities on Akiraho Street. This monitor will be relocated prior to the deconstruction of the station platform and adjacent structures. ā¢ An additional monitor is proposed to monitor dust near sensitive receptor locations adjacent to earthworks or other dust generating activities along the NAL corridor, as outlined in the AQ DWP.
6.7 Social Impact and Business Disruption The SIBD DWP has been prepared to avoid, remedy or mitigate the adverse effects arising from disruption to businesses, residents and community services/facilities during the main works. The SIBD DWP (Appendix F of the CEMP) has been prepared in consultation with the affected community. This has included a virtual CLG meeting undertaken during the Covid-19 response. The focus of the engagement has been on the affected community as shown in Section 5.2 of the SIBD DWP. The Link Alliance will provide continuous and up to date engagement for the affected community including courtesy visits, email updates, project progress meetings, provision of advance notice to businesses and residents detailing the scope of works on a regular basis to allow for forward planning. The Link Alliance has prepared a Covid 19 Management Plan which outlines methods of ensuring engagement can still be undertaken during various Covid-19 Alert Levels. Common issues raised by parties consulted are summarised below: ā¢ Concerns with regard to access disruptions/ restrictions to properties, on site car parking and loading areas, particularly for deliveries for vehicles and pedestrians; ā¢ Loss of private and on street car parks during construction and post construction; ā¢ Concerns regarding impacts of temporary/ permanent closure of the level crossings, particularly in relation to potential changes to commercial/heavy vehicle movements; ā¢ Dust, noise and vibration nuisance associated with construction works; ā¢ Uncertainty over the timing of works; ā¢ Closure of Mt Eden Station during construction; ā¢ Disruption to utilities; and ā¢ Impacts on business viability. The SIBD DWP addresses the management and mitigation of these potential impacts during the construction works. Mitigation measures proposed include: ā¢ Ongoing communication provided by the Link Alliance Communication and Engagement Team and as described in the Communication and Consultation Plan (CCP) and including a Covid-19 Communications Plan. Complaints can be directed to the Link Alliance Communication and Engagement Team; ā¢ A Development Response Plan (DRP) has been developed in consultation with the Uptown Business Association and the affected parties and includes proposed support actions, implementation partners, timing and frequency of the actions; ā¢ Construction Noise and Vibration will be managed, mitigated and monitored in accordance with measures outlined in the CNV DWP. A total of 53 properties have been identified where
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Outline Plan of Works predicted noise and vibration levels are unable to meet the specified standards. Accordingly, site specific management plans have been prepared. ā¢ Disruption to traffic, access, parking will be managed, monitored and mitigated in accordance with measures outlined in the TAP DWP. ā¢ A Disruption Management Communications Plan has been developed to ensure the consistent delivery of communication and messaging to manage disruptions in relation to the closure of Mt Eden Station. ā¢ Where planned utility outages are required, the affected community will be advised at least 10 working days prior to the planned event. This will be undertaken by the Mt Eden Communication and Engagement Team with the agreed arrangement and timing conveyed to the business at least 48 hours before the outage. The Development Response Plan seeks to address business impacts. Some of the actions include business support through a trader directory, promotional opportunities and events, and wayfinding.
6.8 Erosion and Sediment Control The main works will involve large-scale earthworks associated with track works, piling works, ground improvement, utility works, TBM and mined tunnelling, construction of crossover structures, Mt Eden Station, bridges, and the NAL platform modification. Earthworks have the potential to generate sediment laden discharges to the surrounding receiving environment if not appropriately managed. Erosion and sediment control measures need to be established correctly and maintained with effective capacity for the duration of the works. The ESCP (Appendix H of the CEMP) identifies the measures that will be implemented to mitigate and manage the potential adverse effects on the receiving environment from any erosion and sediment generation during the main works. The ESCP follows the principles of erosion and sediment control set out in Auckland Council āErosion and Sediment Control Guide for Land Disturbing Activities in the Auckland Regionā, Guideline Document 005 (GD05), which supersedes Auckland Council Technical Publication 90 (TP90). The mitigation measures include: ā¢ Cleanwater diversions, include installation of bunds; ā¢ Sediment control ā a primary Water Treatment Plant (WTP) will be installed within CSA 4 and a secondary WTP will be installed within CSA 5. They will be supplemented by smaller WTPS which will be relocated along the work areas as appropriate. ā¢ Stabilised surface and wheel washes; and ā¢ Covering all material removed from or delivered to the main works area during transportation. Site Specific Erosion and Sediment Control Plans (SSESCP) will be prepared ahead of each construction phase. The first SSESCPs to address the construction activities within the first stages of the main works are provided in Appendix B of the ESCP. In accordance with the resource consent conditions 56 and 57, the subsequent SSESCPs will be provided to the Council for certification at least 10 working prior to construction of the subsequent stages of the main works. All erosion and sediment control measures will be fully established within each works area before physical works commence in that area. All site-specific erosion and sediment control (ESC) measures will be inspected on a weekly basis and after rainfall events.
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6.8.1. Flocculant Treatment A FTMP has been prepared (Appendix C of the ESCP and Appendix H of the CEMP) to identify measures that will be implemented to enhance the effectiveness of the erosion and sediment control devices utilised on site (through the use of chemicals, coagulants and flocculants). The use of flocculants and coagulants can decrease the settlement time within sediment retention devices and can increase the sediment removal efficiency of these devices. Experience with the typical soils in the main works site area identifies that the flocculants and coagulants with the greatest efficiency will be provided by: Ć¢€Ė Polyaluminium Chloride (PAC) Ć¢€Ė PolyDADMAC Ć¢€Ė EC20 (80% PAC / 20% PolyDADMAC) When initial testing is undertaken, an assessment will also be made to determine if the use of biobased flocculants provide suitable increases in efficiency. For the majority of devices where flocculants or coagulants are used, monitoring will be undertaken daily with a sample taken at the outlet. For the water treatment plants this monitoring will be automated. Non-compliant discharges will be recirculated for additional treatment. If this is impractical and the flow is compliant for trade waste disposal the discharge will be directed to the wastewater network.
6.9 Building Condition Surveys Building condition surveys will be undertaken in accordance with CRL designation condition 46 and A2N resource consent condition 133. Locations where building condition surveys are required have been identified in Appendix R of the CEMP. These include buildings where surveys are required by Appendix 2 of the A2N resource consent as well as heritage buildings and building potentially affected by construction vibration. Link Alliance have engaged an independent senior qualified to undertake the building condition surveys. Surveys are being staged throughout the construction period to be undertaken at least 3 months prior to construction. Environmental Monitoring Section 6 of the CEMP at Appendix D provides a comprehensive outline of environmental monitoring and review requirements to be undertaken during the main works. In summary, monitoring of compliance with the designation and resource consent conditions will be undertaken throughout the main works to ensure that environmental effects are appropriately avoided, remedied or mitigated. This will enable the overall effectiveness of the environmental controls to be determined and allows areas of non-compliance or opportunities for improvement to be identified so appropriate actions can be taken. The specific monitoring required for each environmental element is detailed in the respective subplans appended to the CEMP. The sub-plans outline monitoring requirements, the frequency of the monitoring to be undertaken and the appropriate responsible person. Monitoring will take place on a routine basis, with additional monitoring required as appropriate i.e. in the event of a complaint or incident, or after a specific event, such as a rain event (water quality monitoring). Section 6.7 of the CEMP also details the collaborative process between the Link Alliance, CRLL and Auckland Council compliance officers during construction in accordance with CRL designation condition 13. Page 45
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6.10 Urban Design An UD DWP has been prepared addressing the Porters Avenue overbridge and reinstatement of the surrounding streetscape, in accordance with urban design principles including Mana Whenua Principles, Movement and Connections and Public Realm and Landscape. A range of measures have been used for the design of the structure to avoid, remedy or mitigate the adverse effects arising from the physical reinstatement works. Specific design considerations for the bridge structure include: ā¢ Positioning the structure, including the lift and stair, on the western side while maximising separation from the existing private property at 5 Porters Avenue (in accordance with CRL designation condition 47.2(b)(xi)). ā¢ Perforated panels and glass are the primary materials to maintain transparency for safety and security reasons, striking a balance between privacy for neighbouring properties and visibility requirements for security and surveillance. ā¢ Minimising the overall size of the bridge structure to maintain the maximum amount of natural light on neighbouring properties. ā¢ Equipment within the lift tower has been designed to be as compact as possible to keep the bridge as low as possible in height, and screening has been designed to minimise loss of privacy for neighbouring sites. ā¢ The bridge deck height is six metres, providing for truck access into Haultain Street. ā¢ Crime Prevention Through Environmental Design (CPTED) principles have been integral within the design including opportunities for surveillance from the bridge as well as neighbouring properties; screening for apartment users privacy; attractively designed bridge to deter unsociable use; clear spatial definition of the bridge and private buildings. A range of design measures have been adopted to ensure the structures and spaces are perceived as being high quality and appropriately utilised and cared for. These include using robust materials, future proofing for maintenance, signage, and regular management and maintenance. In addition, CCTV and lighting are incorporated to assist in management of safety; and fenced service enclosure for security with a solid wall avoided, allowing the area to be designed for visual interest and deter graffiti. Within the public realm reinstatement surrounding the Porters Avenue overbridge, design elements have been incorporated to remedy and mitigate adverse effects arising from the physical reinstatement works. These seek to express an appropriate design language which provides a cohesive narrative to tie in with the wider reinstatement in the area surrounding Mt Eden Station. These design elements include the reuse of heritage kerb stones, integration of footpaths and roading, Clear and legible pedestrian routes, the inclusion of native specimen trees and lighting.
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7.
Consultation
Consultation has been undertaken with stakeholders and potentially affected parties. Consultation continued during the COVID-19 Alert Levels 2, 3 and 4 between March and May 2020 through online platforms, such as presentations via Microsoft Teams, as well as follow up emails and calls. The Communication and Consultation Plan (Appendix G of the CEMP) provides a summary of the communication and consultation to date. The following outlines consultation undertaken with particular parties and stakeholders.
7.1 Mana Whenua A CRL Mana Whenua Forum has been established for the purposes of undertaking kaitiakitanga responsibilities associated with the project. The forum comprises those mana whenua groups who expressed an interest in being involved in the CRL project and its related activities. The forum meets on a monthly basis. Refer to Section 1.6 of the CEMP (Appendix D) for detail in this regard. The Mt Eden Main Works were presented to the mana whenua forum on 8th April 2020 via Microsoft Teams. The forum has subsequently engaged advisors to assist with the development of a Cultural Management Plan and to assist in review of DWP and Management Plans. Link Alliance has provided the DWPs requested to the advisors.
7.2 Community and Business Liaison Group The CLG, consists of members from a cross-section of the community, including residents, property owners, businesses and interest groups. CLG meetings are held at least every three months and will continue for the duration of the CRL Mt Eden construction works. The CLG is a key forum for providing: ā¢ The community with regular information in relation to the CRL project, such as construction details, programme and what can be expected during construction; ā¢ An opportunity for community concerns and interest to be raised and reported to the Link Alliance; and ā¢ The community with an opportunity to review and provide feedback on the CEMP and subplans. CLG meetings to discuss the main works were held on 24 February 2020, 11 May 2020 (via Microsoft teams) and 27 May 2020 (via Microsoft teams). Information provided has been made available on the CRL website including the presentations presented at the meetings (https://www.cityraillink.co.nz/mt-eden-group). The CEMP and sub-plans listed in Table 1-1 āCEMP and Sub-plansā, and which form part of this Outline Plan, have been made available to the CLG for review and comment. Comments received from the CLG have served to inform the preparation of these plans and are captured in an appendix to the respective documents, along with a clear explanation of where comments or recommendations have been incorporated in the Plans, or where they have not been incorporated, the reasons for this.
Page 47
| Mt Eden Main Works
Outline Plan of Works
7.3 Auckland Council Meetings with Auckland Council Regulatory staff, technical advisors and compliance staff have been undertaken in relation to the main works, and the preparation of the CEMP and sub-plans. Link Alliance holds fortnightly meeting with Auckland Council and provide progress update on the main works and issues and strategic direction are discussed. Auckland Council has been provided with copies of the draft CEMP and sub-plans to review and comment on, prior to formal lodgement of this Outline Plan with these comments included in an appendix to the respective plans.
7.4 Network Utility Operators The network utilities that will be impacted by the main works are owned by the following Network Utility Operators (NUOs): ā¢ ā¢ ā¢ ā¢ ā¢ ā¢ ā¢
Vector Electricity; Vector Gas; Vector Communications; Chorus; Vodafone; Auckland Councilās stormwater unit (Healthy Waters); and Watercare Services Ltd.
Engagement with the NUOs has been undertaken to inform the design of the main works and will be ongoing during construction, with the objective of ensuring appropriate management of utility assets and the ability to meet operational requirements at all times. Refer to Section 7.2.5 of the Communication and Consultation Plan (CCP) for further details. The āMt Eden Station, Karangahape Station and NAL Connections ā Utilities Management Planā which informs construction processes has also been developed through engagement with the NUOs.
7.5 Other parties Engagement has also been undertaken with representatives from the community, business owners, affected parties and affected in proximity parties in the process of developing the SIBD DWP. That engagement is detailed in the SIBD DWP document contained in Appendix F of the CEMP.
Page 48
| Mt Eden Main Works
Outline Plan of Works
Appendix A:
Page 49
Cover Letters
| Mt Eden Main Works
Outline Plan of Works
Appendix B:
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Planning Maps
| Mt Eden Main Works
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DISCLAIMER: This map/plan is illustrative only and all information should be independently verified on site before taking any action. Copyright Auckland Council. Land Parcel Boundary information from LINZ (Crown Copyright Reserved). Whilst due care has been taken, Auckland Council gives no warranty as to the accuracy and plan completeness of any information on this map/plan and accepts no liability for any error, omission or use of the information. Height datum: Auckland 1946.
0
Historic Heritage and Special Character Mt Eden Main Works - Planning Maps
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DISCLAIMER: This map/plan is illustrative only and all information should be independently verified on site before taking any action. Copyright Auckland Council. Land Parcel Boundary information from LINZ (Crown Copyright Reserved). Whilst due care has been taken, Auckland Council gives no warranty as to the accuracy and plan completeness of any information on this map/plan and accepts no liability for any error, omission or use of the information. Height datum: Auckland 1946.
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DISCLAIMER: This map/plan is illustrative only and all information should be independently verified on site before taking any action. Copyright Auckland Council. Land Parcel Boundary information from LINZ (Crown Copyright Reserved). Whilst due care has been taken, Auckland Council gives no warranty as to the accuracy and plan completeness of any information on this map/plan and accepts no liability for any error, omission or use of the information. Height datum: Auckland 1946.
0
Mana Whenua Mt Eden Main Works - Planning Maps
50
100
Meters
Scale @ A3 = 1:5,000
Date Printed: 3/06/2020
150
ĆĀ“
Auckland Council
Auckland Unitary Plan - Operative in part 36
33-35
70
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DISCLAIMER: This map/plan is illustrative only and all information should be independently verified on site before taking any action. Copyright Auckland Council. Land Parcel Boundary information from LINZ (Crown Copyright Reserved). Whilst due care has been taken, Auckland Council gives no warranty as to the accuracy and plan completeness of any information on this map/plan and accepts no liability for any error, omission or use of the information. Height datum: Auckland 1946.
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0
Natural Resources Mt Eden Main Works - Planning Maps
50
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Scale @ A3 = 1:5,000
Date Printed: 3/06/2020
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DISCLAIMER: This map/plan is illustrative only and all information should be independently verified on site before taking any action. Copyright Auckland Council. Land Parcel Boundary information from LINZ (Crown Copyright Reserved). Whilst due care has been taken, Auckland Council gives no warranty as to the accuracy and plan completeness of any information on this map/plan and accepts no liability for any error, omission or use of the information. Height datum: Auckland 1946.
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DISCLAIMER: This map/plan is illustrative only and all information should be independently verified on site before taking any action. Copyright Auckland Council. Land Parcel Boundary information from LINZ (Crown Copyright Reserved). Whilst due care has been taken, Auckland Council gives no warranty as to the accuracy and plan completeness of any information on this map/plan and accepts no liability for any error, omission or use of the information. Height datum: Auckland 1946.
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Auckland Unitary Plan Operative in part 15th November 2016 - LEGEND Date: 15/07/2019
NOTATIONS
Tagging of Provisions:
Appeals Pr op e r t i e sa f f e c t e db yAp p e a l ss e e ki n gc ha n g et o z on e so rma n a g e me n t l a y e r s Pr op e r t i e sa f f e c t e db yAp p e a l ss e e ki n gr e i n s t a t e me n t of ma n a g e me n t l a y e r s
[ i ] =I n f or ma t i o no n l y
[ r p] = Re g i on a l Pl a n
Proposed Plan Modifications No t i c eo f Re qu i r e me n t s Pl a nCha n g e s
!
!
!
!
!
!
!
!
[ r c p] = Re g i on a l Co a s t a lPl a n [ r p s] = Re g i on a l Po l i c ySt a t e me n t [ d p] = Di s t r i c t Pl a n( on l yn ot e dwhe nd u a l p r ov i s i on sa p p l y )
ZONING Residential
Rural
Re s i d e n t i a l -L a r g eL ot Z on e
Ru r a l Ru r a l Pr od u c t i o nZon e Ru r a l Mi x e dRu r a l Zon e
Re s i d e n t i a l -Si n g l eHo u s eZon e
Ru r a l Ru r a l Co a s t a l Zon e
Rural
Re s i d e n t i a l -Ru r a l a n dCo a s t a l Se t t l e me n t Zon e
Re s i d e n t i a l -Mi x e dHo u s i n gSu bu r ba nZ on e
Ru r a l Ru r a l Co n s e r v a t i o nZon e
Re s i d e n t i a l -Mi x e dHo u s i n gUr ba nZ on e
Ru r a l Co u n t r y s i d eL i v i n gZon e
Re s i d e n t i a l T e r r a c eHo u s i n ga n dAp a r t me n t Bu i l d i n g sZon e
Ru r a l Wa i t a ke r eFoo t hi l l sZon e
Business
Bu s i n e s sCi t yCe n t r eZ on e
Ru r a l Wa i t a ke r eRa n g e sZ on e
Future Urban
Bu s i n e s sMe t r op ol i t a nCe n t r eZon e
F u t u r eUr ba nZon e
Bu s i n e s sT o wnCe n t r eZon e
Gr e e nI n f r a s t r u c t u r eCo r r i d o r( Op e r a t i v ei ns o meSp e c i a l Ho u s i n gAr e a s )
Bu s i n e s sL oc a l Ce n t r eZon e
Infrastructure
Sp e c i a l Pu r p os eZ on e-Ai r p or t s&Ai r f i e l d s Ce me t e r y Qu a r r y He a l t hc a r eFa c i l i t y&Ho s p i t a l T e r t i a r yEd u c a t i on MÄ or i Pu r p os e Ma jo rRe c r e a t i o nFa c i l i t y Sc ho o l St r a t e g i cT r a n s p or t Co r r i d o rZon e
Bu s i n e s sNe i g hb o u r ho o dCe n t r eZon e Bu s i n e s sMi x e dUs eZon e Bu s i n e s sGe n e r a l Bu s i n e s sZon e Bu s i n e s sBu s i n e s sPa r k Zon e Bu s i n e s sHe a v yI n d u s t r yZ on e Bu s i n e s sL i g ht I n d u s t r yZon e
Coastal
Co a s t a l -Ge n e r a l Co a s t a l Ma r i n eZon e[ r c p ]
Open space
Op e nSp a c e-Co n s e r v a t i o nZon e
Co a s t a l -Ma r i n aZon e[ r c p / d p ]
Op e nSp a c e-I n f or ma l Re c r e a t i o nZon e
Co a s t a l -Mo o r i n gZon e[ r c p ]
Op e nSp a c e-Sp or t a n dAc t i v eRe c r e a t i o nZon e
Co a s t a l -Mi n or Por t Z on e[ r c p / d p ]
Op e nSp a c e-Ci v i cSp a c e sZon e
Co a s t a l -F e r r yT e r mi n a l Zon e[ r c p / d p ]
Op e nSp a c e-Co mmu n i t yZon e
Co a s t a l -De f e n c eZon e[ r c p ]
Water [i]
Co a s t a l -Co a s t a l T r a n s i t i o nZon e
Pr e c i n c t s
Ru r a l Ur ba nBou n d a r y
I n d i c a t i v eCo a s t l i n e[ i ]
Overlays
Natural Resources
Ć Ć Ć ĆĆ Ć Ć Ć Ć ĆĆ Ć Ć Ć Ć ĆĆ Ć Ć Ć Ć ĆĆ Ć
T er r es t r i a l [r p/ d p] Ma r i n e 1[r c p] Ma r i n e 2[r c p]
Natural Heritage
Si gni f i c a nt Ec o lo gi c a l Ar ea sOv er la y@@
@
@
@
@
@
@
@
@
@
@
@
@
Wa t erSu pplyMa na g emen t Ar ea sOv er la y[r p]
WWWW WWWW
Na t u r a l St r ea mMa na g emen t Ar ea sOv er la y[r p] Na t u r a l Ur b a n
! ! ! ! !
! ! ! ! !
! ! ! ! !
V V V Vā¼ Vā¼Vā¼ ā¼ Vā¼ Vā¼Vā¼ ā¼ ā¼ ā¼ ā¼ ā¼
L a k e Ma na g emen t Ar ea sOv er la y ( Na t u r a lL a k ea n dUr b a n L a k e)
( ( ( ( ( Quali t y Sen s i t i v e Aqu i f er Ma na g emen t Ar ea sOv er la y[r p] ((((( ( ( ( ( ( Wet la n dMa na g emen t Ar ea sOv er la y[r p]
ā¬ ā¬ā¬ ā¬ā¬ ā¬ ā¬ā¬ ā¬ā¬ ā¬ ā¬ā¬ ā¬ā¬ ā¬ ā¬ā¬ ā¬ā¬ ā¬ ā¬ā¬ ā¬ā¬
Ai r po r t Appr o a c h Su r f a c e Ov er la y AAAAA AAAAA AĆ ( Ć AĆ ( AĆ ( AĆ ( A ( (Ć Ć (Ć (Ć (Ć ( (Ć Ć (Ć (Ć (Ć (
!
Na t i o na l Gr i d Co r r i d o rOv er la y
Na t i o na l Gr i dYa r dCo mpr o mi s ed
# # # #
St o c k a d e Hi ll Vi ew s ha f t Ov er la yā8 mh ei ght a r ea
Mo t o r wa yI nt er c ha n g e Co nt r o l
"
V eh i c le Ac c es s Res t i c t i o n Co nt r o l
Cen t r e Fr i n g e Of f i c e Co nt r o l Hei ght V a r i a t i o n Co nt r o l
@ @ @ @ Par k i ng V a r i a t i o n Co nt r o l @@@@ U U U U U ev el Cr o s s i n g sWi t h Si ght li n esCo nt r o l U@U@U @ U @ U L U U U U U
V U 123
Ar t er i a l Ro a d s
Designations
Ha z a r d o u sFa c i li t i es I nf r a s t r u c t u r e
Emer g en c yMa na g emen t Ar eaCo nt r o l
Ma c r o i nv er t eb r a t e Co mmu ni t yI nd ex G G G G
"
Business Park Zone Office Control
Bu i ld i n g Fr o nt a ge Co nt r o l
G G G G
Gen er a l
Controls
G G G G
) ) )
Hi s t o r i cHer i t a g e Ov er la yPla c e [r c p/ d p]
F lo w 1[r p]
EEEE p] E E E E Flow 2[r E Ć ĆE Ć ĆE Ć ĆE ĆĆ Ć Ć Ć ĆĆ Ć Ć Ć
G G G G
a c en t t oL ev el Cr o s s i ngs X X X Adj
Wa i t a k er e Ra n g esHer t a ge Ar eaOv er la y
Su b d i v i s i o n Sc h ed u le
St o c k a d e Hi ll Vi ew s ha f t [i ]
I d en t i f i edGr o wt h Co r r i d o rOv er la y
Gen er a l Co mmer c i a lF r o nt a ge
Ex t en t o f Ov er la y
Au c k la n dWa rMemo r i a l Mu s eu mVi ew s ha f t Ov er la yCo nt o u r s[i ]
Built Environment
!
Ri d g eli n e Pr o t ec t i o n Ov er la y
Au c k la n dWa rMemo r i a l Mu s eu mVi ew s ha f t Ov er la y[r c p/ d p]
Si t es&Pla c eso f Si gni f i c a nc et oMa n aWh en u aOv er la y[r c p/ d p]
KeyRet a i l Fr o nt a ge
L o c a llySi gni f i c a nt Vo lc a ni cVi ew s ha f t sOv er la yCo nt o u r s[i ]
Spec i a l Ch a r a c t er Ar ea sOv er la yRes i d en t i a la n dBu s i n es s
Mana Whenua # # # #
L o c a llySi gni f i c a nt Vo lc a ni cVi ew s ha f t sOv er la y[r c p/ d p]
Hi s t o r i cHer i t a g e Ov er la yEx t en t o f Pla c e [r c p/ d p]
Na t i o na l Gr i dYa r dUn c o mpr o mi s ed # # # #
Reg i o na llySi gni f i c a nt Vo lc a ni cVi ew s ha f t sOv er la yCo nt o u r s[i ]
Historic Heritage & Special Character
Na t i o na l Gr i dSu b s t a t i o n Co r r i d o r
# # # #
Reg i o na llySi gni f i c a nt Vo lc a ni c Vi ew s ha f t s&Hei ght Sen s i t i v e Ar ea sOv er la y[r c p/ d p]
L o c a l Pu b li cVi ew sOv er la y[r c p/ d p]
Ai r c r a f t No i s e Ov er la y
ĆĆĆĆ r yBu f f er Ar eaOv er la y Ć Ć Ć Ć Quar Ć Ć Ć Ć Nat i o na l Gr i dSu b d i v i s i o n Co r r i d o r
# # # #
Hei ght Sen s i t i v e Ar ea s
Na t u r a l
Ci t yCen t r e Po r t No i s e Ov er la y[r c p/ d p]
# # # #
Vi ew s ha f t s
Mo d i f i ed
Infrastructure # # # #
# # # #
Ou t s t a nd i n g Na t u r a lL a nd s c a pesOv er la y[r c p/ d p] Hi g h Na t u r a l Ch a r a c t erOv er la y[r c p/ d p]
Hi ghUs e Aqu i f erMa na g emen t Ar ea sOv er la y[r p]
# # # # # # # #
Ou t s t a nd i n g Na t u r a l Fea t u r esOv er la y[r c p/ d p] Ou t s t a nd i n g Na t u r a l Ch a r a c t er Ov er la y[r c p/ d p]
Hi ghUs e St r ea mMa na g emen t Ar ea sOv er la y[r p]
! ! ! ! !
No t a b le T r eesOv er la y
#
@
@
Ć Ć Ć ĆĆ Ć Ć Ć Ć Ć Ć ĆĆ Ć Ć Ć Ć Ć Ć ĆĆ Ć Ć Ć ******* ******* ******* *******
St o r mw a t erMa na g emen t Ar eaCo nt r o l
Su b d i v i s i o n Va r i a t i o n Co nt r o l Su r f Br ea k s[r c p] Ca b le Pr o t ec t i o n Ar ea sCo nt r o l [r c p] Co a s t a lI nu nd a t i o n 1per c en t AEPPlu s1 mCo nt r o l
Designations
U 200
Airspace Restriction Designations
Outline Plan of Works
Appendix C:
Page 51
Designation Conditions
| Mt Eden Main Works
CRL Designation Conditions 29 October 2019
Aotea Alteration: BROWN (confirmed 24 January 2017) Condition 27.1(b) (Swanson St diversion): ORANGE (confirmed 23 June 2017) Strata/Sub-Strata Alteration: GREEN (confirmed 22 September 2017) Mt Eden CRL and NAL Alteration: BLUE (Environment Court Decision 15/12/17) Condition 27.1(b) (second Swanson St diversion): PINK (confirmed 27 March 2018) Operational Vibration Conditions 63 & 66: PURPLE (confirmed 24 July 2018) Karangahape Station Alteration: RED (Environment Court Decision 12 April 2019, upheld by High Court Decision 25 October 2019)
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Explanatory Note: The following explanatory note does not form part of the conditions. It is a non-statutory way finding explanation of how the conditions are structured, what they cover in broad terms and where referenced documents can be found. This note does not alter legal obligations and rights created by the conditions. The conditions attach to six different designations. The designations are: 2500-1
A surface designation extending from Britomart Transport Centre to Albert Street/Mayoral Drive (in the vicinity of the Aotea car park entrance on Mayoral Drive) for the construction, operation and maintenance of the CRL ā including two rail tunnels and Aotea Station.
2500-2
A sub-strata designation of land below the ground surface (within road resource and private property) for the construction, operation and maintenance of the CRL ā including two rail tunnels and ancillary activities. This designation sits underneath the strata (protection) designation 2500-3 and extends from Mayoral Drive to New North Road.
2500-3
A strata (protection) designation that acts as a buffer between activities on the ground surface and the sub-strata designation (2500-2) that provides for the two rail tunnels. This designation sits above designation 2500-2, starting from 5 metres below the ground surface, and extends from Mayoral Drive to New North Road.
2500-4
A surface and sub-strata designation for the construction, operation and maintenance of Karangahape Station, and encompassing land within road reserve and private property in the vicinity of Pitt Street, Beresford Square, Karangahape Road, and Mercury Lane.
2500-5
A surface and sub-strata designation for the construction, operation and maintenance of Newton Station, and encompassing land within road reserve and private property in the vicinity of Symonds Street, Dundonald Street, and New North Road.
2500-6
A surface designation for the construction, operation and maintenance of the CRL ā including the rail tunnels and connections required to join the CRL to the North Auckland Railway Line (NAL). This designation is located generally between New North Road, Mt Eden Road and Boston Road in the north and the NAL in the south. It also includes land located on the southern side and adjacent to the NAL between Normanby Road and Mt Eden Road, and to the immediate east and west of Porters Avenue.
Hereafter for the purpose of this condition set the designations are referred to as 1, 2, 3, 4, 5 and 6. The table of contents for the conditions provides a broad overview of the subject matter. It commences with definitions and abbreviations and progresses to general conditions applicable to all designations followed by the conditions for pre-construction, construction, and operation. Under each of these
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headings may be found sub-headings dealing with specific aspects of the work. There follow advice notes and appendices for: - buildings for consideration as to building condition surveys; and - heritage buildings for consideration as to building condition surveys The conditions for designation 3 conclude the suite of conditions. Set out below are a series of figures illustrating and explaining the location, extent and nature of designations 1 Ć¢€“ 6. For precise details, please refer to the relevant designation overlays within the planning maps. Figure 1: Designations Overview Map The map below is not to scale and is intended as a visual tool only to show the location of each designation. The Land Requirement Plans and associated Schedule of Directly Affected Parties (attached to each designation) should be referred to for the actual area of land required.
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Figure 2: Visual explanation of the designation types Surface Designations
Sub-strata Designations
Strata Designation with Sub-strata Designation below
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Figure 3: Indicative long-section of the designations across the length of the CRL
The relationship between the various plans required by designation conditions is illustrated in the diagram below:
The documents referred to in the designation conditions can be found at [insert]
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Contents
Requiring Authority Designation Conditions ā for Designations 1, 2, 4, 5 and 6 DEFINITIONS GENERAL CONDITIONS Condition 1 Condition 2 Condition 3 PRE-CONSTRUCTION CONDITIONS Condition 4 ā Appointment of Communication and Consultation Manager Condition 5 ā Pre-Construction Communication and Consultation Plan Condition 6 ā Network Utility Operators Condition 7 ā Community Liaison Groups Condition 8 ā Mana Whenua Consultation Condition 9 ā Network Utility Operator Liaison CONSTRUCTION CONDITIONS Condition 10 ā Outline Plan Requirements Condition 11 ā Independent Peer Review of CEMP and DWPs Condition 12 ā Availability of Outline Plan(s) Condition 13 ā Monitoring of Construction Conditions Communication and Consultation Condition 14 ā Contact Person Condition 15 ā Communication and Consultation Plan Condition 16 ā Communications ā Notable Noise and Vibration Receivers Condition 17 ā Concerns and Complaints Management Condition 18 ā āOne Networkā Consultation Construction Environmental Management Plan (CEMP) and Delivery Work Plans (DWPs) Condition 19 ā Preparation, Compliance and Monitoring Condition 20 ā CEMP Requirements Condition 21 ā CEMP Construction Works Requirements Condition 22 ā Review Process for CEMP and DWPs
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Condition 23 ā Update of CEMP and DWPs following review Condition 24 ā Network Utilities Transport, Access and Parking Condition 25 ā General Transport, Access and Parking Condition 26 ā Monitoring of Transport Network Congestion Condition 27 ā Transport, Access and Parking: Specific Requirements (Britomart to Mayoral Drive) Condition 28 ā Transport, Access and Parking: Specific Requirements (Karangahape Station Area) Condition 29 ā Transport, Access and Parking: Specific Requirements (Newton Station Area) Condition 30 ā Transport, Access and Parking: Specific Requirements (NAL Area) Noise and Vibration Condition 31 ā Project Standards ā Construction Noise Condition 32 ā Project Standards ā Blasting Noise Condition 33 ā Project Standards ā Construction Vibration Condition 34 ā Project Standards ā Construction Vibration (Amenity) Condition 35 ā Project Standards ā MediaWorks Condition 36 ā Construction Noise and Vibration DWP Condition 37 ā Site Specific Construction Noise Management Plan (SSCNMP) Condition 38 ā Site Specific Construction Vibration Management Plan (SSCVMP) Condition 39 ā Notable Noise and Vibration Receivers Condition 40 ā Construct ion Noise and Vibration Management Plan ā MediaWorks Built Heritage/Archaeology Condition 41 ā Historic Character ā Built Heritage Condition 42ā Historic Character ā Archaeology Condition 43 ā Heritage Advisory Group and Composition Condition 44 ā Heritage Advisory Group Function Condition 45 ā Bluestone Wall Management Plan Building Condition Surveys Condition 46 ā Process for Building Condition Surveys Urban Design Condition 47 ā Urban Design Principles
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Condition 48 ā Mitigation Planting Requirements Condition 49 ā Engagement with Mana Whenua and the Mana Whenua Principles Condition 50 ā Specific Area Requirements: Britomart to Aotea Station Condition 51 ā Specific Area Requirements: Karangahape Station area Condition 52 ā Specific Area Requirements: Newton Station area Condition 53 ā Specific Area Requirements: North Auckland Line area Condition 54 ā Station Plan Requirements Trees and Vegetation Condition 55 ā Trees and Vegetation DWP Public Art Condition 56 ā Public Art DWP Contamination Condition 57 ā Contamination DWP Condition 58 ā Contamination Validation Report at Completion of Construction Air Quality Condition 59 ā Air Quality DWP Social Impact and Business Disruption Condition 60 ā Property Management Strategy Condition 61 ā Social Impact and Business Disruption DWP Specific Design Requirements Condition 62 ā Specific Design Requirements relating to 152 Vincent Street OPERATIONAL CONDITIONS Condition 63 ā Operational Rail Vibration Condition 64 ā Operational Noise ā Mechanical Ventilation Plant Condition 65 ā Operational Noise and Vibration Management Plan (ONVMP) Condition 66 ā Operational Noise and Vibration Management ā Mediaworks ADVICE NOTES APPENDIX ONE ā Buildings for Consideration as to Building Condition Surveys APPENDIX TWO ā Heritage Buildings for Consideration as to Building Condition Surveys
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Requiring Authority Designation Conditions Ć¢€“ Designation 3 Condition 1 Condition 2 Condition 3 Condition 4 Condition 5 ADVICE NOTES
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Requiring Authority Designation Conditions ā for Designations 1, 2, 4, 5 and 6
Condition Number
NoR Designati on Applies to
Condition
DEFINITIONS 1 2
Consult
4
Consulting
5
Consultation
6 1 4 5
Fully operational traffic lane
May include a traffic lane that is subject to a reduced speed limit, or one which may have a temporary reduction in the lane width, due to construction activity.
Two way access
Access into and out from a site or a road. This access may include restrictions (eg. left in, left out) where these are specified within the relevant conditions.
6 1 4 5 6
Receivers that undertake activities within spaces that rely on a particularly low noise and vibration environment. For these designations these spaces are defined as:
1 2 4 5
The process of providing information about the construction works, and receiving for consideration, information from stakeholders, directly affected and affected in proximity parties, regarding those effects and proposals for the management and mitigation of them.
Notable Noise and Vibration Receivers
6
ā¢
Public Performance Theatres;
ā¢
Recording Studios, both sound and television (including Mediaworks, except the specific spaces addressed by Condition 35);
ā¢
In relation to sensitive equipment - Medical Facilities and Scientific Laboratories;
ā¢
In relation to the requirement to record witness statements - The Auckland District Court in Albert Street
Receivers that may be disturbed during rest, concentration, communication or prayer. For these designations these include (but are not limited to): 1 2 4 5
Sensitive Noise and Vibration Receivers
6
1
Site Specific Construction
ā¢
Dwellings
ā¢
Offices
ā¢
Schools, including Child Care Centres and tertiary facilities
ā¢
Libraries
ā¢
Hospitals
ā¢
Rest Homes
ā¢
Marae and other Cultural Centres
ā¢
Churches
ā¢
Hotels or other accommodation facilities
These include site specific construction noise management plans (SSCNMP), site specific construction vibration plans (SSCVMP), or a
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Condition Number
NoR Designati on Applies to
2 4 5 6
Condition
Noise and Vibration Management Plans
1 2 4 5
Best practicable option
Has the meaning under the Resource Management Act 1991 and, for the purpose of these conditions, comprises the best practicable option for minimising the effects of any construction activity (including effects on the transport network or heritage values) on the receiver.
Historic Character
This includes heritage buildings, sites and places identified in the New Zealand Historic Places Trust register or in the Auckland Council District Plan (Isthmus or Central Area Sections) or as specifically identified in conditions.
6 1 2 4
combination of both noise and vibration in one plan (SSCNVMP) to address the effects from the construction activity on notable or sensitive receivers.
5 6
Mana whenua for the purpose of this designation are considered to be the following (in no particular order), who at the time of Notice of Requirement expressed a desire to be involved in the City Rail Link Project: 1 2 4
Mana Whenua
5 6
1 2 4
Material change
5 6
4 5 6
Ngati Maru
ā¢
Ngati Paoa
ā¢
Ngai Tai ki Tamaki
ā¢
Ngati Te Ata
ā¢
Ngati Whatua o Orakei
ā¢
Te Akitai
ā¢
Te Kawerau o maki
ā¢
Ngati Tamaoho
Material change will include amendment to any base information informing the CEMP or other Plan or any process, procedure or method of the CEMP or other Plan which has the potential to materially increase adverse effects on a particular receiver. For clarity, changes to personnel and contact schedules do not constitute a material change. Delivery Work Plans will contain specific objectives and methods for avoiding, remedying or mitigating effects and address the following topics:
1 2
ā¢
Delivery Work Plans
(a)
Transport, Access and Parking;
(b)
Construction noise and vibration;
(c)
Historic Character (including Archaeology);
(d)
Urban Design (including landscape and station plans);
(e)
Trees and vegetation;
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Condition Number
NoR Designati on Applies to
Condition
(f)
Social Impact and Business Disruption;
(g)
Air quality;
(h)
Public Art; and
(i)
Contamination.
1 2 4 5
Peak Particle Velocity
The maximum component peak vibration level (in mm/s) measured in any of three orthogonal axes (vertical, transverse, longitudinal).
MediaWorks
MediaWorks means any television, radio and/or interactive media facilities which broadcast from the MediaWorks site (including any successor which conducts the same activities).
6 6
MediaWorks site means the properties at 2-3 Flower Street and 44-52 New North Road included within the following:
6
MediaWorks site
6
MediaWorks buildings
6
Studio 1
Lot 1 DP 84213
NA40B/1323
Lot 2 DP 49561
NA2063/54
Lot 4 Section 3 Deeds Plan 45(blue)
NA557/190
Part Lot 5 Section 3 Deeds Plan 45 Blue
NA557/144
Lot 1 DP 60771
NA15C/727
MediaWorks buildings means the buildings located at 2 Flower Street (Lot 2 DP 49561, NA2063/54), 3 Flower Street (Lot 1 DP 84213, NA40B/1323), 40 New North Road (Lot 1 DP 80372, NA37A/545), 44 New North Road (Lot 4 Section 3 Deeds Plan 45 (Blue), NA557/190), 4648 New North Road (Pt Lot 5 Section 3 Deeds Plan 45 (Blue), NA557/144), and 52 New North Road (Lot 1 DP 60771, NA15C/727). Studio 1 means the main broadcasting studio at the MediaWorks building at 3 Flower Street as shown on Diagram 1.
ABBREVIATIONS CEMP
Construction Environmental Management Plan
DWP
Delivery Work Plan
NoR
Notice of Requirement
ONVMP
Operational Noise and Vibration Management Plan
PPV
Peak Particle Velocity
SSCNVMP
Site Specific Noise and Vibration Management Plan
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Condition Number
NoR Designati on Applies to
Condition
GENERAL CONDITIONS 1.1 The City Rail Link Project (City Rail Designations 1, 2, 4, 5 and 6) shall be undertaken in general accordance with the following, subject to final detailed design: (a) the information provided by the Requiring Authority in the Notice of Requirement dated 23 August 2012 and supporting documents (as updated by information provided by the Requiring Authority up until the close of the Hearing and during the course of Environment Court proceedings) being: (i) Assessment of Environmental Effects report (contained in Volume 2 of the Notice of Requirement suite of documents, dated 15 August 2012 Rev B); (ii) Supporting environmental assessment reports (contained in Volume 3 of the Notice of Requirement suite of documents, dated August 2012); (iii) The Concept Design Report (contained in Volume 2 of the Notice of Requirement suite of documents, dated 13 August 2012 Rev 3); (iv) Plan sets:
1 2 1
4 5 6
ā¢
Land requirement plans (contained in Volume 1 of the Notice of Requirement suite of documents, dated 15 August 2012 and GIS4214293-100-10 Rev 5 as amended for 32 Normanby Road, dated 14 September 2015);
ā¢
Plans contained in the Concept Design Report Appendices (contained in Volume 3 of the Notice of Requirement suite of documents, dated 13 August 2012 Rev 3);
ā¢
Plan CIV-000-DRG-0001 attached at Appendix 1 to these Conditions.
(v) Information provided in response to the Section 92 requests and/or in advance of the Councilās section 42A report, including the following: ā¢
āCity Rail Link Notice of Requirement: Social Impact Assessmentā prepared by Beca Carter Hollings & Ferner Ltd (Beca), dated 19 April 2011 (approved for release 19 April 2013);
ā¢
āCity Rail Link ā Supplementary Report: Traffic Modelling of Alternative Construction Scenariosā prepared by Flow Transportation Specialists Ltd, dated 22 May 2013.
(vi) Evidence (including supplementary evidence) provided prior to and at the Council hearing, including but not limited to: ā¢
Statement of Evidence by Ian Clark (Transport) dated 2 July 2013;
ā¢
āDrawing 0220, Revision Bā dated 20 August 2013, being part of the City Rail Link Project: Mt Eden Worksite set by Aurecon, submitted as part of the Second Supplementary Statement of Evidence of William (Bill) Russell Newns for Auckland Transport;
ā¢
āCity Rail Link Notice of Requirement: Outline Plan Process and Environmental Management Plan System (Indicative)ā prepared by Beca Carter Hollings & Ferner Ltd, dated 27 September 2013;
ā¢
āCity Rail Link: Indicative Communication and Consultation Planā prepared by Auckland Transport, dated September 2013;
ā¢
āOutline Social Impact and Business Disruption Delivery Work Planā submitted as Attachment A to the Statement of Evidence of Amelia Joan Linzey (Beca Carter Hollings & Ferner Ltd), dated 26 September
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Condition Number
NoR Designati on Applies to
Condition
2013. (vii) All material and evidence (including rebuttal evidence) provided by the Requiring Authority in the Environment Court proceedings (ENV-2014-AKL-000057). (b) Except as modified by the following alterations: (i) Assessment of Environmental Effects (Reference CRL-AOT-RME-000-0057), Design and Construction Report (Reference CRL-AOT-RME-000-0059 and Drawings CRLĀ¬ SYW-RME-000- DWG-0025-0030 (āAotea Alterationā - CRL Designation 1); and (ii) Assessment of Environmental Effects (Reference CRL-SYWRME-000-RPT-0065, Design and Construction Memorandum (Reference CRL-SYW- RME-000-MEM0002) and Drawings CRL-SYW- RME-000-DRG-0120 to 0124 and 0128 to 0132 āStrata / Sub-Strata Alteration (CRL Designation 2); and (iii) Assessment of Environmental Effects (Reference CRL-MTE-RME- 000-RPT-0060, Revision 7 dated 9/11/16), Design and Construction Memorandum (Reference CRL-MTE-RME-000-MEM-0001, dated 9/11/16) and Drawings CRL-SYW-RME000-DWGDRG-0101 Revision 1 dated 26/7/16, 0102 Revision 1 dated 26/7/16, 0110 Revision 1 dated 26/7/16 and 0133 Revision 1 dated 26/7/16 and CRL-EFCROA-000-DRG-1027 Revision 4 dated 30/6/16, 1028 Revision 4 dated 30/6/16 and 1127 Revision 2 dated 30/6/16 and CRL-EFC-CON-000-DRG- 0060 Revision 1 dated 20/6/16, 0061 Revision 1 dated 20/6/16, 0062 Revision 1 dated 20/6/16, 0063 Revision 1 dated 20/6/16 and 0064 Revision 1 dated 8/7/16)(āMt Eden Station Alterationā - CRL Designation 6), Section 92 responses dated 20/12/16, 17/2/17 and 27/4/17; (iv) Assessment of Environmental Effects (Reference CRL-PAT-ENV-CON-PLN-003285, Revision 2 dated 19/12/17, Section 92 Responses dated 19/2/18. (v) Assessment of Environmental Effects (Reference CRL-KRD-RME-000-RPT-003, Revision 3.0 dated 2/5/17), Design and Construction Memorandum (Reference CRL-KRD-RME-000-MEM-0002 FINAL, Revision 0 dated 2/5/17) and Drawings CRL-SYW-RME-000-DRG-0134 Revision 2.0 dated 21/9/18 and 0135 Revision 2.0 dated 28/9/18 (Karangahape Station Alteration ā CRL Designation 4), and Section 92 response dated 4/7/17, as amended to exclude any reference to the ventilation and emergency egress structures on Pitt Street and the temporary removal of canopies at 70-74 and 82-86 Pitt Street. For the avoidance of doubt these Pitt Street structures and canopy works at these locations no longer form part of the Karangahape Station Alteration. Temporary removal of canopies is limited to 55-59 and 61-65 Pitt Street and 9 Mercury Lane. 1.2 Where there is inconsistency between: (a) The documents listed above and these conditions, these conditions shall prevail; (b) The information and plans set out in conditions 1.1(a) and 1.1(b) lodged with the requirements and presented at the Council Hearing and during the course of Environment Court proceedings, the most recent information and plans shall prevail; (c) The indicative management plans and evidence presented at the Council Hearing and the management plans (DWPs, CEMP, etc) required by the conditions of these designations and submitted through an Outline Plan, the requirements of the management plans shall prevail. 2
1 2
2.1 In accordance with section 184(1) of the Resource Management Act 1991 (the RMA), these designations shall lapse if not given effect to within 15 10 years from the date on
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Condition Number
NoR Designati on Applies to
4
Condition
which they are confirmed.
5 6 3.1 As soon as reasonably practicable, and no later than the point at which any part or parts of the City Rail Link become operational, the Requiring Authority shall: (a) Review the area and volume of land designated for the City Rail Link; (b) Identify any areas of designated land that are either no longer necessary for construction of the City Rail Link (if the City Rail Link has been constructed in part), or no longer necessary for the on-going operation and/or maintenance of the City Rail Link or for on-going mitigation measures; and (c) Give notice in accordance with Section 182 of the RMA for the removal of those parts of the designation identified in (b) above.
1 2 3
4 5 6
(d) Give notice in accordance with s182 of the RMA for the drawback of the CRL designation post construction where the CRL overlaps the North Auckland Line designation (Auckland Unitary Plan reference 6300) as follows: (i) Between 4 Haultain Street and 5 Fenton Street north and south (Identification reference 7 on drawing CRL-SYW-RME-000-DRG-0104 Revision 1 dated 26/7/16); (ii) Between 49-51 Boston Road and Severn Street (Identification references 1, 2 and 3 on drawing CRL-SYW-RME-000-DRG-0101 Revision 1 dated 26/7/16; (iii) At 14-22 Boston Road (Identification references 5 on drawing CRL-SYW-RME000-DRG-0101 Revision 1 dated 26/7/16); (iv) At 11 Water Street (Identification reference 6 on drawing CRL-SYW-RME-000DRG-0101 Revision 1 dated 26/7/16); (v) At 26 and 28 Mt Eden Road (Identification references 5 and 6 on drawing CRLSYW-RME-000-DRG-0103 Revision 1 dated 26/7/16); (vi) Over road reserve at Normanby Road between Lauder Road and Boston Road to reflect the Normanby Road overbridge (Identification reference 2 on drawing CRL-SYW-RME-000-DRG-0103 Revision 1 dated 26/7/16); and (vii) At Porters Ave to reflect the location of signalling infrastructure (Identification reference 8 on drawing CRL-SYW-RME-000-DRG-0104 Revision 1 dated 26/7/16).
PRE-CONSTRUCTION CONDITIONS Appointment of Communication and Consultation Manager
4
1 2 4 5 6
4.1 Within three months of the confirmation of the designation the Requiring Authority shall appoint a Communication and Consultation Manager to implement the Pre-construction Communication and Consultation Plan (Condition 5). The Communication and Consultation Manager shall be the main and readily accessible point of contact for persons affected by or interested in the City Rail Link Project until the commencement of the construction phase of the Project, or the contact person under Condition 14 is appointed. 4.2 The Communication and Consultation ManagerĆ¢€™s contact details (or, if appointed under Condition 14, that contact persons details) shall be listed in the Pre-construction Communication and Consultation Plan and listed on the Requiring Authority website, the City Rail Link Website, and the Auckland Council website.
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Condition Number
NoR Designati on Applies to
Condition
Pre-Construction Communication and Consultation Plan 5.1 The objective of the Pre-construction Communication and Consultation Plan is to set out a framework to ensure appropriate communication and consultation is undertaken with the community, stakeholders, affected parties and affected in proximity parties prior to the commencement of construction of the City Rail Link. 5.2 The Requiring Authority shall prepare a Pre-Construction Communication and Consultation Plan. This Plan shall be submitted to Auckland Councils Major Infrastructure Projects Team Manager, within 2 months of the Designation being confirmed, for confirmation that the Plan has been prepared in accordance with this condition. 5.3 The Plan shall be implemented and complied with within 3 months from the confirmation of the designations until the commencement of the construction of the City Rail Link. 5.4 This Plan shall set out recommendations and requirements (as applicable) that should be adopted by and/or inform the development of the CEMP and DWPs. 5.5 The Pre-construction Communication and Consultation Plan shall set out how the Requiring Authority will: (a) Inform the community of Project progress and likely commencement of construction works and programme; (b) Engage with the community in order to foster good relationships and to provide opportunities for learning about the Project;
5
1 2 4 5 6
(c) Obtain (and specify reasonable timeframes for) feedback and input from Stakeholders, directly affected and affected in proximity parties regarding the development of the CEMP and DWPs; (d) Respond to queries and complaints. Information shall include but not be limited to: (i) Who is responsible for responding; (ii) How responses will be provided; (iii) The timeframes that the responses will be provided within. (e) Where feedback (in accordance with this condition) is provided, the Pre-construction Communication and Consultation Plan shall articulate how that feedback has informed the development of the CEMP and DWPs and where it has not, reasons why it hasnĆ¢€™t; (f) Provide updates on the property acquisition process as well as the management strategy for properties acquired by the Requiring Authority for the construction of the City Rail Link. 5.6 The Pre-Construction Communication and Consultation Plan shall be prepared in consultation with Stakeholders, directly affected parties and affected in proximity parties including, but not limited to: (a) All property owners and occupiers (including, subject to Condition 61.5, sub lessees) identified within the designation footprint; (b) All property owners and occupiers adjacent to construction sites (Britomart and Albert Street (Designation 1), Karangahape Road (Designation 4), Newton Station (Designation 5), and the main construction site including grade separation works at Normanby Road and Porters Ave (Designation 6)); (c) New Zealand Historic Places Trust (NZHPT); (d) Department of Corrections; (e) Ministry of Justice;
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Condition Number
NoR Designati on Applies to
Condition
(f) MediaWorks; (g) Network Utility Operators; (h) Bear Park Early Childhood Centre; (i) Body Corporate 164980 & Tenham Investments Limited (j) Community Liaison Group(s) (refer Condition 7); 5.7 The Pre-construction Communication and Consultation Plan shall, as a minimum, include: (a) A communications framework that details the Requiring AuthorityĆ¢€™s communication strategies, the accountabilities, frequency of communications and consultation, the range of communication and consultation tools to be used (including any modern and relevant communication methods, newsletters or similar, advertising etc.), and any other relevant communication matters; (b) Details of the Communication and Consultation Manager for the pre-construction period (Condition 4 of this designation) including their contact details (phone, email and postal address); (c) The methods for identifying, communicating and consulting with stakeholders, directly affected parties and affected in proximity parties and other interested parties. Such methods shall include but not be limited to: (i) Newsletters; (ii) Newspaper advertising; (iii) Notification and targeted consultation with stakeholders, affected parties and affected in proximity parties; and (iv) The use of the project website for public information. (d) The methods for identifying, communicating and consulting with the owners of 1 Queen Street (HSBC House) and 21 Queen Street (Zurich House) regarding the development of the City Rail Link design and construction methodology between Britomart Transport Centre and Customs Street (through the Downtown Shopping Centre site). (e) The methods for communicating and consulting with mana whenua for the implementation of mana whenua principles for the project (refer to condition 8 and 48); (f) The methods for communicating and consulting with the Community Liaison Group(s); (g) How communication and consultation activity will be recorded; and (h) Methods for recording reasonably foreseeable future planned network utility works so that these can be considered and incorporated, where appropriate, into the City Rail Link design. 5.8 The Pre-construction Communication and Consultation Plan will be publicly available once finalised and for the duration of construction. 1 2 6
4 5 6
Network Utility Operators 6.1 Under s 176(1)(b) of the Resource Management Act 1991 (RMA) no person may do anything in relation to the designated land that would prevent or hinder the City Rail Link, without the prior written consent of the Requiring Authority. 6.2 In the period before construction begins on the City Rail Link (or a section thereof), the following activities undertaken by Network Utility Operators will not prevent or hinder the City Rail Link, and can be undertaken without seeking the Requiring AuthorityĆ¢€™s
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Condition Number
NoR Designati on Applies to
Condition
written approval under section 176(1)(b) of the RMA: (a) Maintenance and urgent repair works of existing Network Utilities; (b) Minor renewal works to existing Network Utilities necessary for the on-going provision or security of supply of Network Utility Operations; (c) Minor works such as new property service connections; (d) Upgrades to existing Network Utilities within the same or similar location with the same or similar effects on the City Rail Link designation. 6.3 For the avoidance of doubt, in this condition an āexisting Network Utilityā includes infrastructure operated by a Network Utility Operator which was: (a) In place at the time the notice of requirement for the City Rail Link was served on Auckland Council (23 August 2012); or (b) Undertaken in accordance with this condition or the section 176(1)(b) RMA process. Community Liaison Groups 7.1 Within three months of the confirmation of the designations the Requiring Authority shall, in consultation with the Auckland Council, establish at least one Community Liaison Group in each of the following key construction areas: (a) Britomart and Albert Street (Designation 1) (b) Karangahape Road (Designation 4) (c) Newton Station (Designation 5) (d) Main Construction site (Designation 6) 7.2 The number of Groups shall be confirmed with the Auckland Council. 7.3 The membership of the Community Liaison Group(s) shall include representative(s) of the Requiring Authority and be open to all directly affected and affected in proximity parties to the Project including, but not limited to the following:
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(a) Representative(s) for and/or directly affected and affected in proximity property owners and occupiers; (b) CBD Residents Advisory Group; (c) The Karangahape Road Business Association; (d) Eden Terrace Business Association; (e) Heart of the City; (f) Roman Catholic Diocese of Auckland; (g) St Patrickās Cathedral; and (h) St Benedictās Parish. 7.4 In addition to the requirements in Condition 5, the purpose of the Groups shall be to: (a) Provide a means for receiving regular updates on Project progress; (b) Monitor the effects of constructing the Project on the community by providing a regular forum through which information about the Project can be provided to the community. (c) Enable opportunities for concerns and issues to be reported to and responded by the Requiring Authority. (d) Provide feedback on the development of the CEMP and DWPS. (e) Proposed potential joint initiatives to the Requiring Authority for the Property Management Strategy regarding the interim use of properties including vacant land
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acquired for the construction of the City Rail Link. 7.5 The Requiring Authority will consult with the Groups in respect of the development of the CEMP and DWPs. 7.6 The Requiring Authority will appoint one or more persons appropriately qualified in community consultation as the Community Consultation Advisor(s) to: (a) Provide administrative assistance to the Groups; (b) Ensure the Groups are working effectively (including the development of a Code of Conduct) and appropriate procedures for each Group; and (c) Act as a community consultation advisor to the Group. 7.7 The Requiring Authority will use its best endeavours to ensure that the Groups meet at least annually until the commencement of construction and then at least once every three months or as otherwise required once construction commences. 7.8 Once construction has commenced the Requiring Authority will provide an update at least every three months (or as otherwise agreed) to the Groups on compliance with the designation conditions and the CEMP and DWP and any material changes to these plans. 7.9 The Requiring Authority shall provide reasonable administrative support for the Groups including organising meetings at a local venue, inviting all members of the Groups, as well as the taking and dissemination of meeting minutes. 7.10 The Groups shall continue for the duration of the construction phase of the Project and for six months following completion of the Project. Mana Whenua Consultation 8.1 Within three months of the confirmation of the designations the Requiring Authority shall establish a kaitiaki or mana whenua forum to provide for an on-going role in the design and construction of the CRL Project. 8.2 The frequency at which the forum meets shall be agreed between the Requiring Authority and mana whenua. 8.3 The role of the mana whenua forum may include the following: (a) Developing practical measures to give effect to the principles in the Urban Design DWP (refer to Condition 49);
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1
(b) Input into, where practicable, the design of the stations (refer to Condition 54);
2
(c) Input into the preparation of the CEMP and DWPs;
4
(d) Working collaboratively with the Requiring Authority around built heritage and archaeological matters;
5 6
(e) Undertaking kaitiakitanga responsibilities associated with the City Rail Link Project, including monitoring, assisting with discovery procedures, and providing mĆ tauranga MĆ ori input in the relevant stages of the Project; and (f) Providing a forum for consultation with mana whenua regarding the names for the City Rail Link stations, noting that there may be formal statutory processes outside the project (such as the New Zealand Geographic Board) which may be involved in any decision making on station names. 8.4 The mana whenua forum may provide written advice to the Requiring Authority in relation to any of the above matters. The Requiring Authority must consider this advice and the means by which any suggestions may be incorporated in the City Rail Link project.
9
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Network Utility Operator Liaison
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9.1 The Requiring Authority and its contractor shall: (a) Work collaboratively with Network Utility Operators during the development of the further design for the City Rail Link to provide for the ongoing operation and access to network Utility operations; (b) Undertake communication and consultation with Network Utility Operators as soon as reasonably practicable, and at least once prior to construction timing being confirmed and construction methodology, and duration being known; and (c) Work collaboratively with Network Utility Operators during the preparation and implementation of the CEMP (Condition 24) and DWPs in relation to management of adverse effects on Network Utility Operations. 9.2 A summary of the communication and consultation undertaken between the Requiring Authority and Network Utility Operators prior to construction commencing shall be provided as part of the Outline Plan. 9.3 The Requiring Authority shall undertake on-going communication and consultation with Network Utility operators throughout the duration of construction, including in relation to changes envisaged by Conditions 22 and 23 affecting Network Utility Operations to ascertain whether or not any changes or updates to the CEMP Network Utilities section are required to address unforeseen effects.
CONSTRUCTION CONDITIONS Outline Plan Requirements 10.1 The Requiring Authority shall submit an Outline Plan to the Auckland Council for the construction of the City Rail Link in accordance with section 176A of the RMA. The Outline Plan shall include: (a) The Communication and Consultation Plan (Condition 15); (b) The Construction Environmental Management Plan (CEMP); (c) Delivery Work Plans (DWPs); (d) Site Specific Construction Noise/Vibration Management Plans (SSCNVMPs) and Notable Receiver Management Plans; and 1 2 10
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(e) Any other information required by the conditions of this designation associated with the construction of the City Rail Link. 10.2 The plans listed in Condition 10.1 above must clearly document the comments and inputs received by the Requiring Authority during its consultation with stakeholders, affected parties and affected in proximity parties, and any recommendations received as part of the Independent Peer Review Panel process (where applicable), along with a clear explanation of where any affected party comments or peer review recommendations have not been incorporated, and the reasons why not. 10.3 The Requiring Authority may choose to give effect to the designation conditions associated with the construction of the City Rail Link: (a) Either at the same time or in parts; (b) By submitting one or more: (i) Communication and Consultation Plans; (ii) CEMP; (iii) DWPs; and (iv) SSCNVMPs, SSCNMPs and SSCVMPs
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10.4 These plans should clearly show how the part integrates with adjacent City Rail Link construction works and interrelated activities. This particularly applies where the Urban Design DWP is submitted as a number of plans. 10.5 Early engagement will be undertaken with Auckland Council in relation to preparation and submission of the Outline Plan to establish a programme for the Outline Plan process to ensure achievable timeframes for both parties. 10.6 All works shall be carried out in accordance with the Outline Plan(s) required by this condition. Independent Peer Review of CEMP and DWPs 11.1 Prior to submitting the CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) to Auckland Council for the construction of the City Rail Link, the Requiring Authority shall engage suitably qualified independent specialists agreed to by Auckland Council to form an Independent Peer Review Panel. The purpose of the Independent Peer Review Panel is to undertake a peer review of the CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39), and provide recommendations on whether changes are required to those plans in order to meet the objective and other requirements of these conditions. 1 2 11
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11.2 The CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) must clearly document the comments and inputs received by the Requiring Authority during its consultation with stakeholders, affected parties and affected in proximity parties, along with a clear explanation of where any comments have not been incorporated, and the reasons why not. This information must be included in the CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) provided to both the independent peer reviewer and Auckland Council as part of this condition. 11.3 The CEMP, DWPs, SSCNMPs and SSCVMPs (other than those prepared in accordance with Condition 39) submitted to Auckland Council shall demonstrate how the recommendations from the independent peer reviewers have been incorporated, and, where they have not, the reasons why not. 11.4 In reviewing an Outline Plan submitted in accordance with these designation conditions, Auckland Council shall take into consideration the independent specialist peer review undertaken in accordance with this condition and any additional information provided to Auckland Council by affected parties. Availability of Outline Plan(s)
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13
12.1 For the duration of construction the following plans and any material changes to these plans shall be made available for public viewing on the Project web site: (a) CEMP; (b) DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs); and (c) Communication and Consultation Plan. 12.2 A copy of these Plans will also be held and made available for viewing at each construction site.
1
Monitoring of Construction Conditions
2
13.1 The Requiring Authority, its contractor team, and the Auckland Council Consent Monitoring officer(s) shall establish and implement a collaborative working process for dealing with day to day construction processes, including monitoring compliance with the designation conditions and with the CEMP and DWPs (including SSCNVMPs, SSCNMPs and
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SSCVMPs) and any material changes to these plans associated with construction of the City Rail Link. 13.2 This collaborative working process shall: (a) Operate for the duration of the construction works and for 6 months following completion of construction works where monitoring of designation conditions is still required, unless a different timeframe is mutually agreed between the Requiring Authority and the Auckland Council; (b) Have a ākey contactā person representing the Requiring Authority and a ākey contactā person representing the contractor team to work with the Auckland Council Consent Monitoring officer(s); (c) The ākey contactsā shall be identified in the CEMP and shall meet at least monthly unless a different timeframe is agreed with the Auckland Council Consent Monitoring officer(s). The purpose of the meeting is to report on compliance with the designation conditions and with the CEMP, DWPs and material changes to these plans and on any matters of non-compliance and how they have been addressed; (d) Once construction has commenced, the Requiring Authority and / or the contractor shall provide an update to the Community Liaison Groups (Condition 7 of this designation) at least once every 3 months, or if in accordance with Condition 7 these groups meet more regularly, at least once every two months. 13.3 The purpose and function of the collaborative working process is to: (a) Assist as necessary the Auckland Council Consent Monitoring officer(s) to confirm that: (i) The works authorised under these designations are being carried out in compliance with the designation conditions, the CEMP, DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs) and any material changes to these plans; (ii) The Requiring Authority and its contractor are undertaking all monitoring and the recording of monitoring results in compliance with the requirements of the CEMP and DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs) and any material changes to these plans; (b) Subsequent to a confirmed Outline Plan, provide a mechanism through which any changes to the design, CEMP or DWPs, which are not material changes requiring approval under Condition 10 triggering the requirement for a new Outline Plan, can be required, reviewed and confirmed; (c) Advise where changes to construction works following a confirmed Outline Plan require a new CEMP or DWP (including SSCNVMPs, SSCNMPs and SSCVMPs); (d) Review and identify any concerns or complaints received from, or related to, the construction works monthly (unless a different timeframe is mutually agreed with the Auckland Council Consent Monitoring officer) and adequacy of the measures adopted to respond to these.
Communication and Consultation Contact Person
14
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15
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Communication and Consultation Plan
14.1 The Requiring Authority shall make a contact person available 24 hours seven days a week for the duration of construction for public enquiries on the construction works.
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15.1 The objective of the Communication and Consultation Plan is to set out a framework to ensure appropriate communication and consultation is undertaken with the community, stakeholders, affected parties and affected in proximity parties during the construction of the City Rail Link. 15.2 The Requiring Authority shall prepare a Communication and Consultation Plan which shall be implemented and complied with for the duration of the construction of the City Rail Link. 15.3 The Communication and Consultation Plan shall set out how the Requiring Authority will: (a) Inform the community of construction progress and future construction activities and constraints that could affect them; (b) Provide early information on key Project milestones; (c) Obtain and specify a reasonable timeframe (being not less than 10 working days), for feedback and inputs from directly affected and affected in proximity parties regarding the development (as part of the review process provided by Condition 22) and implementation of the CEMP or DWPs (including SSCNVMPs, SSNMPs and SSCVMPs); and (d) Respond to queries and complaints including but not limited to: (i) Who is responsible for responding; (ii) How responses will be provided; (iii) The timeframes that responses will be provided within. 15.4 The Communication and Consultation Plan shall as a minimum include: (a) A communications framework that details the Requiring AuthorityĆ¢€™s communication strategies, the accountabilities, frequency of communications and consultation, the range of communication and consultation tools to be used (including any modern and relevant communication methods, newsletters or similar, advertising etc), and any other relevant communication matters; (b) The Communication and Consultation Manager for the Project including their contact details (phone, email and postal address); (c) The methods for identifying, communicating and consulting with persons affected by the project including but not limited to: (i) All property owners and occupiers within the designation footprint (ii) All property owners and occupiers adjacent to construction sites (Britomart and Albert Street (Designation 1), Karangahape Road (Designation 4), Newton Station (Designation 5), Main Construction site and the works at Normanby Road and Porters Ave (Designation 6)) (iii) New Zealand Historic Places Trust (NZHPT) (iv) Department of Corrections (including the entity contracted by Department of Corrections to administer and run the Mt Eden Corrections facility at 1 Lauder Road) (v) Ministry of Justice (including but not limited to) confirming the details of the contact person required under Condition 14 of this designation, and to provide appropriate details (including but not restricted to timing, duration, scale, noise effects, vibration effects, access restrictions, and disruption to utilities) in respect to any works impacting the operation of the Auckland District Court at 65-71 Albert Street, Auckland. Communication and consultation of such details should be provided to the Ministry of Justice Auckland Property Programme
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Manager at least 9 months prior to the commencement of such works. (vi) Media Works (vii) Community Liaison Group(s) (refer Condition 7); (viii) Bear Park Early Childhood Centre; (ix) Body Corporate 164980 and Tenham Investments Ltd; (x) Network Utility Operators, including the process: ā¢
To be implemented to capture and trigger where communication and consultation is required in relation to any material changes affecting the Network Utilities;
ā¢
For the Requiring Authority to give approval (where appropriate) to Network Utility Operators as required by section 176(1)(b) of the RMA during the construction period;
ā¢
For obtaining any supplementary authorisations (including but not limited to resource consents (including those required under a National Environmental Standard) and easements);
ā¢
For inspection and final approval of works by Network Utility Operators; and
ā¢
For implementing conditions 9, 22, 23, and 24 of this designation in so far as they affect Network Utility Operations.
(xi) The owner of 4 Kingston Street (xii) The owner of 6-12 Kingston Street (xiii) The owner of 83 Albert Street (xiv) The owner(s) of 5 Porters Avenue (ALLOT 236 SEC 10 Suburbs AUCKLAND) (d) How stakeholders and persons affected by the project will be notified of the commencement of construction activities and works, the expected duration of the activities and works, and who to contact for any queries, concerns and complaints; (e) How stakeholders and persons affected by the project will be consulted in the development and review of the CEMP and DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs), including specifying reasonable timeframes for feedback; (f) Methods for communicating in advance temporary traffic management measures and permanent changes to road networks and layouts to directly affected and in proximity parties, bus (public and private) operators, taxi operators, bus users, and the general public; (g) Methods for communicating in advance to surrounding communities (including sensitive noise and vibration receivers) which must be notified at least 24 hours in advance where construction activities are predicted to: (i) Exceed the noise limits (refer Condition 31); or (ii) Exceed a vibration limit (refer Conditions 33 and 34); or (iii) Be within 200m of a blast site (refer Condition 32). Further provisions for Notable Noise and Vibration Receivers are contained in Condition 16. (h) Methods for communicating in advance proposed hours of construction activities outside of normal working hours and on weekends and public holidays, to surrounding communities, and methods to record and deal with concerns raised about such hours; (i) Methods for communicating and consulting with mana whenua for the duration of
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construction and implementation of mana whenua principles for the project (refer to Conditions 8 and 49); (j) Methods for communicating and consulting with the Auckland Council Parks Department regarding works to be undertaken to any trees on public land (streets, squares, etc.) located within the City Rail Link surface designation footprint, including how trees not being removed, or in close proximity to the surface designation footprint where works are occurring, will be protected; (k) Methods for communicating and consulting in advance of construction works with emergency services (Police, Fire, Ambulance) on the location, timing and duration of construction works, and particularly in relation to temporary road lane reductions and/or closures and the alternative routes or detours to be used, with specific detail around the management of the Fire and Ambulance from their central stations on Pitt Street; (l) A list of Stakeholders, directly affected and affected in proximity parties to the construction works who will be communicated with; (m) How communication and consultation activity relating to construction activities and monitoring requirements will be recorded; and (n) Methods for communicating and consulting with the Department of Corrections (including the entity contracted by Department of Corrections to administer and run the Mt Eden Corrections facility at 1 Lauder Road), to confirm the details of the contact person required under Condition 14 of this designation, and in respect of any works impacting on access or works in proximity to the Mt Eden Corrections Facility and the Boston Road Community Corrections site; including temporary traffic management measures and permanent changes to road networks and layouts which may impact on access to and from the Facility and the motorway network. 15.5 The Communication and Consultation Plan shall also include (as relevant) linkages and cross-references to the CEMP and DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs). 15.6 The Communication and Consultation Plan shall include a summary of the communication and consultation undertaken between the Requiring Authority and parties as required by the Pre-construction Communication and Consultation Plan. The summary shall include any outstanding issues or disputes raised by parties. The Communication and Consultation Plan shall be reviewed six monthly for the duration of construction and updated if required. Any updated Communication and Consultation Plan shall be provided to the ākey contactsā (see Condition 13) and the Auckland Council Consent Monitoring officer for review and agreement on any further action to be undertaken. Any further action recommended as a result of this review shall be undertaken by the Communication and Consultation Manager for the City Rail Link and confirmation of completion provided back to the Auckland Council Consent Monitoring officer. 15.7 If, in the course of amendments undertaken as part of the review process, a material change to the Communication and Consultation Plan is made, those parties affected by the change shall be notified within 1 month of the material change occurring. Communications ā Notable Noise and Vibration Receivers 1 16
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16.1 A SSCNVMP shall be prepared for all Notable Noise and Vibration Receivers (refer Condition 39). As part of the SSCNVMP (and further to Condition 15 of this designation), the Requiring Authority shall undertake communication and consultation, as soon as reasonably practicable (and at least once following confirmation of construction timing and methodology), with any Notable Noise and Vibration Receivers located within 200 metres of blasting, or within 100 metres (either horizontally or vertically) of the
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designation footprint for other construction activities. Communication and consultation with these parties should focus on a collaborative approach to manage the adverse effects from construction noise and vibration while works are undertaken in the vicinity. 16.2 The Requiring Authority shall undertake on-going communication and consultation with notable noise and vibration receivers throughout the duration of construction occurring in the vicinity. This communication shall be reported back to the ākey contactsā (see Condition 13) and the Auckland Council Consent Monitoring officer for their review and confirmation of any further action to be undertaken. The Auckland Council Consent Monitoring Officer shall advise the Requiring Authority of its recommendation within 10 working days of receiving this information from the Requiring Authority. Concerns and Complaints Management 17.1 Upon receiving a concern or complaint during construction, the Requiring Authority shall instigate a process to address concerns or complaints received about adverse effects. This shall: (a) Identify of the nature of the concern or complaint, and the location, date and time of the alleged event(s); (b) Acknowledge receipt of the concern or complaint within 24 hours of receipt; (c) Respond to the concern or complaint in accordance with the relevant management plan , which may include monitoring of the activity by a suitably qualified expert, implementation of mitigation measures, and, in the case of noise and / or vibration, preparation of a site specific noise and / or vibration management plan (in accordance with Conditions 37 and 38); 17.2 A record of all concerns and / or complaints received shall be kept by the Requiring Authority. This record shall include: 1 2 17
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(a) The name and address of the person(s) who raised the concern or complaint (unless they elect not to provide this) and details of the concern or complaint; (b) Where practicable, weather conditions at the time of the concern or complaint, including wind direction and cloud cover if the complaint relates to noise or air quality; (c) Known City Rail Link construction activities at the time and in the vicinity of the concern or complaint; (d) Any other activities in the area unrelated to the City Rail Link construction that may have contributed to the concern or complaint such as non-City Rail Link construction, fires, traffic accidents or unusually dusty conditions generally; (e) Remedial actions undertaken (if any) and the outcome of these, including monitoring of the activity. 17.3 This record shall be maintained on site, be available for inspection upon request, and shall be provided every two months (or as otherwise agreed) to the Auckland Council Consent Monitoring officer, and to the ākey contactsā (see Condition 13). 17.4 Where a complaint remains unresolved or a dispute arises, the Auckland Council Compliance Monitoring Officer will be provided with all records of the complaint and how it has been dealt with and addressed and whether the Requiring Authority considers that any other steps to resolve the complaint are required. Upon receiving records of the complaint the Auckland Council Compliance Monitoring Officer must determine whether a review of the CEMP and/or DWPs is required under Condition 22 to address this complaint. The Auckland Council Compliance Monitoring Officer shall advise the Requiring Authority of its recommendation within 10 working days of receiving the
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records of complaint. Ć¢€œOne NetworkĆ¢€? Consultation 1 18
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18.1 The Requiring Authority and its contractor shall work collaboratively with the New Zealand Transport Agency (NZTA) during the preparation of the Traffic, Access and Parking DWP (Conditions 25, 27, 28, 29, and 30) in relation to confirming the management of adverse transport effects on the road network. A record of this consultation and outcomes shall be included in the Traffic, Access and Parking DWP. The Requiring Authority shall consult with the NZTA throughout the duration of construction on any changes or updates to the Traffic, Access and Parking DWP which relate to the management of the road network.
Construction Environmental Management Plan (CEMP) and Delivery Work Plans (DWPs) Preparation, Compliance and Monitoring 19.1 The objective of the CEMP and DWPs is to so far as is reasonably practicable, avoid, remedy or mitigate any adverse effects (including cumulative effects) associated with the City Rail Link construction.
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19.2 All works must be carried out in accordance with the CEMP, the DWPs required by these conditions and in accordance with any changes to plans made under Condition 23. 19.3 The CEMP and DWPs shall be prepared, complied with and monitored by the Requiring Authority throughout the duration of construction of the City Rail Link. 19.4 The DWPs shall give effect to the specific requirements and objectives set out in these designation conditions. 19.5 The CEMP shall include measures to give effect to any specific requirements and objectives set out in these designation conditions that are not addressed by the DWPs. 19.6 Where mitigation measures are required to be implemented by the Requiring Authority in relation to the construction of City Rail Link, it shall meet reasonable and direct costs of implementing such mitigation measures. CEMP Requirements 20.1 In order to give effect to the objective in Condition 19.1, the CEMP must provide for the following: (a) In relation to Designation 2, the use of one Tunnel Boring Machine (unless the effects of using more than one Tunnel Boring Machine are not materially different from those associated with the use of one Tunnel Boring Machine);
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(b) Notice boards that clearly identify the Requiring Authority and the Project name, together with the name, telephone number and email address of the Site or Project Manager and the Communication and Consultation Manager; (c) Training requirements for employees, sub-contractors and visitors on construction procedures, environment management and monitoring; (d) A Travel Management Plan for each construction site outlining onsite car parking management and methods for encouraging travel to the site using forms of transport other than private vehicle to assist in mitigating localised traffic effects; and (e) Where a complaint is received, the complaint must be recorded and responded to as provided for in Conditions 13, 15 and 17. 20.2 The CEMP shall include details of: (a) The site or Project Manager and the Communication and Consultation Manager (who will implement and monitor the Communication and Consultation Plan), including
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their contact details (phone, email and physical address); (b) The Document management system for administering the CEMP, including review and Requiring Authority / Constructor / Auckland Council requirements; (c) Environmental incident and emergency management procedures; (d) Environmental complaint's management procedures (see also Condition 17); (e) An outline of the construction programme of the work, including construction hours of operation, indicating linkages to the DWPs which address the management of adverse effects during construction; (f) Specific details on demolition to be undertaken during the construction period; (g) Means of ensuring the safety of the general public; and (h) Methods to assess and monitor potential cumulative adverse effects. 20.3 Subject to any alternative agreement with the landowner(s) of HSBC House and Zurich House, the Requiring Authority shall prepare specific construction methodologies for the works adjacent to 1 Queen Street and 21 Queen Street detailing how they will be undertaken to avoid compromising the structural integrity of the existing structures on the site including their foundation systems. The specific construction methodologies shall be prepared in consultation with the owner(s) of these properties. A record of this liaison and outcomes shall be included in the CEMP as part of the Outline Plan. This summary must provide a clear explanation of where any comments have not been incorporated into the CEMP, and the reasons why not. This summary must be provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process. CEMP Construction Works Requirements 21.1 In order to give effect to the objective in Condition 19.1, the CEMP shall include the following details and requirements in relation to all areas within the surface designation footprint where construction works are to occur, and / or where materials and construction machinery are to be used or stored: (a) Where access points are to be located and procedures for managing construction vehicle ingress and egress to construction support and storage areas; (b) Methods for managing the control of silt and sediment within the construction area;
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(c) Methods for earthworks management (including depth and extent of earthworks and temporary, permanent stabilisation measures and monitoring of ground movement) for earthworks adjacent to buildings and structures; (d) Measures to adopt to keep the construction area in a tidy condition in terms of disposal / storage of rubbish and storage unloading of construction materials (including equipment). All storage of materials and equipment associated with the construction works shall take place within the boundaries of the designation; (e) Measures to ensure all temporary boundary / security fences associated with the construction of the City Rail Link are maintained in good order with any graffiti removed as soon as possible; (f) For the duration of construction affecting Lower Queen Street or Queen Elizabeth II Square, construction fences and / or hoardings shall be placed no closer than 3 metres from the north frontage (building frontage onto Queen Elizabeth II Square) of 21 Queen Street in the vicinity of the entrance to the ground level retail space and the main pedestrian entrance to the building. (g) The location and specification of any temporary acoustic fences and visual barriers, and where practicable, opportunities for mana whenua (see Condition 8) and
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community art or other decorative measures along with viewing screens to be incorporated into these without compromising the purpose for which these are erected; (h) How the construction areas are to be fenced and kept secure from the public and, where practicable and without compromising their purpose how opportunities for public viewing, including provision of viewing screens and display of information about the project and opportunities for mana whenua and community art or other decorative measures can be incorporated to enhance public amenity and connection to the project; (i) The location of any temporary buildings (including workers offices and portaloos) and vehicle parking (which should be located within the construction area and not on adjacent streets); (j) Methods to control the intensity, location and direction of artificial construction lighting to avoid light spill and glare onto sites adjacent construction areas; (k) Methods to ensure the prevention and mitigation of adverse effects associated with the storage, use, disposal, or transportation of hazardous substances; (l) That onsite stockpiling of spoil or fill at Downtown and Lower Albert Street construction yards be minimised where practicable; (m) That site offices and less noisy construction activities be located at the edge of the construction yards where practicable; and (n) Methods for management of vacant areas once construction is completed in accordance with the Urban Design DWP. 21.2 Unless expressly agreed in writing with the landowner of the Downtown Shopping Centre (at 7 Queen Street): (a) the Downtown construction yard (including QEII Square, Downtown Shopping Centre and Lower Albert Street), shall be progressively released from occupation for construction purposes where the area or any part of the area is no longer required for construction of the section of CRL between Britomart and Wyndham Street; and (b) following completion of the section of the CRL between the Downtown Shopping Centre and Wyndham Street and reinstatement of Albert Street, Lower Albert Street shall not be occupied for construction purposes for any section of CRL south of Wyndham Street. Review Process for CEMP and DWPs 22.1 The CEMP and DWPs shall be reviewed at least annually or as a result of a material change to the City Rail Link project or to address unforeseen adverse effects arising from construction or unresolved complaints. Such a review may be initiated by either Auckland Council or the Requiring Authority. The review shall take into consideration: 22
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(a) Compliance with designation conditions, the CEMP, DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs) and material changes to these plans; (b) Any changes to construction methods; (c) Key changes to roles and responsibilities within the City Rail Link project; (d) Changes in industry best practice standards; (e) Changes in legal or other requirements; (f) Results of monitoring and reporting procedures associated with the management of adverse effects during construction; (g) Any comments or recommendations received from Auckland Council regarding the
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CEMP and DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs); and (h) Any unresolved complaints and any response to the complaints and remedial action taken to address the complaint as required under Condition 17. 22.2 A summary of the review process shall be kept by the Requiring Authority, provided annually to the Auckland Council, and made available to the Auckland Council upon request. Update of CEMP and DWPs following Review 23.1 Following the CEMP and DWPs review process described in Condition 22, the CEMP may require updating. 23.2 Any material change to the CEMP and DWP must be consistent with the purpose and objective of the relevant condition.
23
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23.3 Affected parties will be notified of the review and any material change proposed to the CEMP and DWPs (including SSCNVMPs, SSCNMPs and SSCVMPs). 23.4 The CEMP and DWPs must clearly document the comments and inputs received by the Requiring Authority from affected parties about the material change, along with a clear explanation of where any comments have not been incorporated, and the reasons why not. 23.5 Any material change proposed to the CEMP and DWPs shall be subject to an independent peer review as required by Condition 11. 23.6 Following that review any material change proposed to the CEMP and DWPs relating to an adverse effect shall be submitted for approval to Auckland Council Compliance and Monitoring Officer, at least 10 working days prior to the proposed changes taking effect. If any changes are not agreed, the relevant provisions of the RMA relating to approval of outline plans shall apply. Network Utilities 24.1 To manage the adverse effects on Network Utilities Operations during the construction of the City Rail Link, the following shall be included in the CEMP. 24.2 The purpose of this section of the CEMP shall be to ensure that the enabling works and construction of the City Rail Link adequately take account of, and include measures to address the safety, integrity, protection or, where necessary, relocation of existing network utilities that traverse, or are in close proximity to, the designation during the construction of the City Rail Link.
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24.3 For the avoidance of doubt and for the purposes of this condition an Ć¢€œexisting Network UtilityĆ¢€? includes infrastructure operated by a Network Utility Operator which was: (a) In place at the time the notice of requirement for the City Rail Link was served on Auckland Council (23 August 2012); or (b) Undertaken in accordance with condition 6 of this designation or the section 176(1)(b) RMA process. 24.4 The CEMP shall be prepared in consultation with Network Utility Operators who have existing Network Utilities that traverse, or are in close proximity to, the designation and shall be adhered to and implemented during the construction of the City Rail Link. The CEMP shall include as a minimum: (a) Cross references to the Communication and Consultation Plan for the methods that will be used to liaise with all Network Utility Operators who have existing network utilities that traverse, or are in close proximity to, the designation; (b) Measures to be used to accurately identify the location of existing Network Utilities,
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and the measures for the protection, support, relocation and/or reinstatement of existing Network Utilities; (c) Methods to be used to ensure that all construction personnel, including contractors, are aware of the presence and location of the various existing Network Utilities (and their priority designations) which traverse, or are in close proximity to, the designation, and the restrictions in place in relation to those existing Network Utilities. This shall include: (i) Measures to provide for the safe operation of plant and equipment, and the safety of workers, in proximity to existing Network Utilities; (ii) Plans identifying the locations of the existing Network Utilities (and their designations) and appropriate physical indicators on the ground showing specific surveyed locations; (d) Measures to be used to ensure the continued operation of Network Utility Operations and the security of supply of the services by Network Utility Operators at all times; (e) Measures to be used to enable Network Utility Operators to access existing Network Utilities for maintenance at all reasonable times on an ongoing basis during construction, and to access existing Network Utilities for emergency and urgent repair works at all times during the construction of the City Rail Link; (f) Contingency management plans for reasonably foreseeable circumstances in respect of the relocation and rebuild of existing Network Utilities during the construction of the City Rail Link; (g) A risk analysis for the relocation and rebuild of existing Network Utilities during the construction of the City Rail Link; (h) Earthworks management (including depth and extent of earthworks and temporary and permanent stabilisation measures), for earthworks in close proximity to existing Network Utilities; (i) Vibration management and monitoring for works in close proximity to existing Network Utilities; (j) Emergency management procedures in the event of any emergency involving existing Network Utilities; (k) The process for providing as-built drawings showing the relationship of the relocated Network Utilities to the City Rail Link to Network Utility Operators and the timing for providing these drawings; (l) Measures to ensure that network utility services are not interrupted to the Mt Eden Corrections Facility as a result of City Rail Link works. The requiring authority shall advise the Department of Corrections and the entity contracted by Department of Corrections to administer and run the Mt Eden Corrections facility at 1 Lauder Road, of any works on network utilities in the vicinity of the Mt Eden Corrections Facility which may impact on utility service provision to the Mt Eden Corrections Facility at least 14 days prior to those works occurring to allow the Department of Corrections (and the entity contracted to administer and run the facility at 1 Lauder Road) to arrange suitable contingencies. Communication and consultation with the Department of Corrections, and the entity contracted to administer and run the facility at 1 Lauder Road, shall be recorded in accordance with condition 15) of this designation. The Requiring Authority shall be responsible for ensuring that construction works do not interrupt network utility services to the Mt Eden Corrections Facility, unless by prior arrangement with Department of Corrections and
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the entity contracted by Department of Corrections to administer and run the Mt Eden Corrections facility at 1 Lauder Road. (m) A summary of the consultation (including any methods or measures in dispute and the Requiring Authorities response to them) undertaken between the Requiring Authority and any Network Utility Operators during the preparation of the CEMP. 24.5 If the Requiring Authority and a Network Utility Operator cannot agree on the methods proposed under the CEMP to manage the construction effects on the OperatorĆ¢€™s network utility operation, unless otherwise agreed, each party will appoint a suitably qualified and independent expert, who shall jointly appoint a third such expert to advise the parties and make a recommendation. That recommendation will be provided by the Requiring Authority as part of the CEMP along with reasons if the recommendation is not accepted. Transport, Access and Parking General Transport, Access and Parking 25.1 A Transport, Access and Parking DWP shall be prepared to manage the adverse effects of construction of the City Rail Link, or any part of it, on the transport network. 25.2 The objective of the Transport, Access and Parking DWP is to so far as is reasonably practicable, avoid, remedy or mitigate the adverse effects of construction on transport, parking and property access. This is to be achieved by: (a) Managing the road transport network for the duration of construction by adopting the best practicable option to manage congestion; (b) Maintaining pedestrian access to private property at all times; and (c) Providing on-going vehicle access to private property to the greatest extent possible. 25.3 To achieve the above objective, the following shall be included in the Transport, Access and Parking DWP:
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(a) The road routes which are to be used by construction related vehicles, particularly trucks to transport construction related materials, equipment, spoil, including how the use of these routes by these vehicles will be managed to mitigate congestion, and to the greatest extent possible, avoid adverse effects on residential zoned land and education facilities; (b) Transport route options for the movement of construction vehicles carrying spoil, bulk construction materials or machinery shall be identified and details provided as to why these routes are considered appropriate routes. In determining appropriate routes, construction vehicles carrying spoil, bulk construction materials or machinery shall as far as practicably possible only use roads that: (i) Form part of the regional arterial network; (ii) Are overweight / over dimensioned routes; (iii) Or other routes (specified below) where no other practical option is available. (c) For the purposes of this condition the following routes (that at the time this designation was confirmed were not part of the regional arterial network and / or overweight / over dimensioned) shall be used where practicable for the movement of construction vehicles carrying spoil, bulk construction materials or machinery: (i) Ngahura Road, for trucks heading to/from Eden Terrace construction site; (ii) Dundonald Street and Basque Road, for trucks heading to/from the Newton Station construction sites; (iii) Pitt Street (between Hobson Street and Hopetoun Street), Beresford Square, Mercury Lane, Canada Street and Upper Queen Street (between Canada Street
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and Karangahape Road), for trucks heading to/from Karangahape Station construction sites; (iv) Wellesley Street (between Nelson Street and east of Albert Street), Cook Street (between Mayoral Drive and Hobson Street) and Mayoral Drive (between Wellesley Street and Cook Street) for trucks heading to/from Aotea Station construction sites; (v) Nelson Street (north of Wellesley Street), Hobson Street (north of Cook Street) and Lower Albert Street, for trucks heading to/from the Albert Street and Downtown construction sites. (d) Where other routes are necessary (other than those routes identified above), the Transport, Access and Parking DWP shall identify any residential zoned land and education facilities and shall provide details on how adverse effects from these vehicle movements are to be mitigated through such measures as: (i) Communication and consultation (in accordance with Condition 15 of this designation) with these properties in advance of the vehicle movements occurring; (ii) Restricting vehicle movements on Monday to Friday to between 9.30am and 4pm, and on Saturday to between 9am and 2pm. (e) Proposed temporary road lane reductions and / or closures, alternative routes and temporary detours, including how these have been selected and will be managed to mitigate congestion as far as practicably possible and how advance notice will be provided; (f) How disruption to the use of private property will be mitigated through: (i) Ensuring pedestrian and cycle access to private property is retained at all times; (ii) Providing vehicle access to private property as far as practicably possible at all times, except for temporary closures where landowners and occupiers have been communicated and consulted with in reasonable advance of the closure; and (iii) How the loss of any private car parking will be mitigated through alternative car parking arrangements. (g) Where an affected party unexpectedly finds their vehicle blocked in as a result of a temporary closure, the Requiring Authority shall (within reasonable limits) offer alternative transport such as a taxi, rental car, or other alternative. Note: For the purposes of designation Conditions 25, 27, 28, 29 and 30 Ć¢€œtemporary closureĆ¢€? is defined as the following: (i) In place for less than six hours, the Requiring Authority shall communicate and consult on the closure at least 24 hours in advance, but is not required to offer or provide alternative parking arrangements, though it may choose to offer this on a case by case basis in consultation with the affected party; and (ii) In place for between six and 72 hours, the Requiring Authority shall communicate and consult on the closure at least 72 hours in advance, and will offer and provide where agreed with the affected party alternative parking arrangements. The alternative parking arrangement should be as close to the site affected as is reasonably practicable. (h) How disruption to use of the road network will be mitigated for emergency services, public transport, bus users, taxi operators, freight and other related vehicles, pedestrians and cyclists through:
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(i) Prioritising, as far as practicably possible, pedestrian and public transport at intersections where construction works are occurring; (ii) Relocating bus stops and taxi stands to locations which, as far as practicably possible, minimise disruption; and (iii) Identifying alternate heavy haul routes where these are affected by construction works. (i) Cross references to the specific sections in the Communication and Consultation Plan that detail how emergency services, landowners, occupiers, public transport users, bus and taxi operators, and the general public are to be consulted with in relation to the management of the adverse effects on the transport network. (j) The alternative (to road) transport options that are available (including the option of rail use at the main construction site adjacent the North Auckland Rail Line) and that have been considered and assessed for the transportation of spoil. This will include as applicable: (i) Benefits that could be provided by alternative options; (ii) Potential adverse effects associated with alternative options; (iii) Where an alternative option is proposed, methods for managing potential adverse effects; and (iv) Reasons for either adopting or not adopting alternative transport options. Monitoring of Transport Network Congestion 26.1 To achieve the objective of Condition 25.2(a), the Requiring Authority will undertake monitoring of the transport network and implement additional mitigation measures as required to manage congestion to achieve the best practicable option. 26.2 The purpose of the monitoring is to monitor congestion on the transport network by measuring average delays for traffic travelling along specified routes. The evaluation times will be: (a) The average travel times over the weekday two hour morning peak period; and (b) The average travel times over the weekday two hour evening peak period; and (c) The average weekday inter-peak travel times between 9am to noon, noon to 2pm and 2 to 4pm. 1 26
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26.3 The Requiring Authority shall carry out continuous monitoring for the duration that construction of the City Rail Link is occurring. The intention is that this monitoring is to be continuous, although it is acknowledged that there may be occasional malfunctions. 26.4 If a congestion incident occurs (such as an accident), the monitoring during the affected period will be considered unrepresentative. 26.5 Monitoring shall commence six months prior to construction of the City Rail Link to establish a baseline of existing transport congestion. 26.6 The monitoring will establish whether the City Rail Link construction works have increased traffic delays as follows: (a) Either by more than 10 minutes (from the monitoring previously undertaken in accordance with this condition) (b) Or if the travel times are more than three minutes or 30% greater than the forecast modelled increases along that route (according to the most recent traffic model test of that scenario, undertaken prior to the start of construction. The modelled time is to be based on the Auckland City Centre SATURN traffic model or a different traffic model approved by the Requiring Authority).
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(c) The 30% above shall only apply for an increase predicted to be over four minutes. 26.7 If the travel times exceed the above criteria on any one of the specified routes, then additional mitigation shall be implemented by the Requiring Authority in its role as the Road Controlling Authority (under its statutory obligation). The additional mitigation could include but is not limited to advertising alternative routes, removing on street car parking or implementing operational measures, such as lane reconfigurations or signal phasing, to increase capacity on the surrounding network where reasonably possible at that time. 26.8 The purpose of additional mitigation measures is to mitigate the increases in traffic delays, reducing these to below the levels identified in Condition 26.6 as far as is reasonably achievable. 26.9 For the purposes of this condition, the following are the specified routes: (a) Wellesley Street (between Victoria Street and Princes Street) (b) Victoria Street (between Wellesley Street and Princes Street) (c) Customs Street/Fanshawe Street (between Nelson Street and Tangihua Street) (d) Quay Street/Lower Hobson Street (between Fanshawe Street/Hobson Street and Tangihua Street) (e) Nelson Street/Hobson Street (between Pitt Street and Fanshawe Street) (f) Queen Street (between Mayoral Drive and Customs Street) (g) New North Road/Symonds Street (between Dominion Road and Newton Road) (h) Mount Eden Road (between Normanby Road and Symonds Street) (i) Khyber Pass Road between the southern motorway ramps and Symonds Street if this route is to be used by construction related trucks (j) Newton Road between the northwestern motorway ramps and Symonds Street 26.10 The specified routes shall exclude whichever east-west route has its intersection with Albert Street closed at the time of the surveys. Transport, Access and Parking: Specific Requirements (Britomart to Mayoral Drive) 27.1 To achieve the objective in Condition 25, the following measures shall be implemented: (a) A vehicle access lane at least 3m wide shall be provided along the eastern side of Albert Street between Customs Street and Victoria Street to provide access to properties (except that while the Albert Street/Victoria Street intersection is closed, this access lane is only to be provided between Customs Street and Durham Street);
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(b) A vehicle access lane at least 3m wide shall be provided along the western side of Albert Street between Customs Street and Victoria Street to provide access to properties, except that: (i) While the Albert Street/Customs Street intersection is closed, this access lane is only to be provided between Victoria Street and Wolfe Street; and (ii) While the Albert Street/Victoria Street intersection is closed, this access lane is only to be provided between Kingston Street and Customs Street. If Kingston Street is also to be closed to Albert Street during this construction stage, this access lane shall be provided between Wyndham Street and Customs Street; and (iii) For a single period of up to 3 months while the cut and cover trench structure establishment works are carried out along Albert Street between Swanson Street and Customs Street, this access land is only required to be provided between Victoria Street and Swanson Street if northbound traffic is otherwise diverted via
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Swanson Street West and Federal Street; and (iv) For a single period of up to 10 months while the public realm reinstatement works are carried out along Albert Street between Wyndham Street and Wolfe Street, this access lane is only required to be provided between Victoria Street and Swanson Street if northbound traffic is otherwise diverted via Swanson Street West and Federal Street. (c) The east-west / west-east connection (two fully operational traffic lanes in each direction) is to be maintained in each direction at two of the Customs Street, Victoria Street and Wellesley Street intersections with Albert Street during the period when the third of those intersections is otherwise fully closed; (d) The left turn movement from Customs Street (from the east) into Albert Street, and the left turn from Customs Street (from the west) into Albert Street, shall be retained while the Albert Street / Customs Street intersection is fully closed; (e) The left turn from Durham Street into Queen Street shall be reopened while the Albert Street/Victoria Street intersection is fully closed; (f) Two way access shall be provided on the single service lane along the western side of Albert Street between 87 Albert Street and Kingston Street while the Albert Street/Victoria Street intersection is fully closed. If Kingston Street is also to be closed to Albert Street during this construction stage, this access shall be provided to Wyndham Street; (g) Vehicular access into and egress from: (i)
Mills Lane to and from either Albert Street or Swanson Street; and
(ii) The Stamford Plaza Auckland main entrance and forecourt area is to be provided at all times and for the avoidance of doubt cannot be temporarily closed during construction. (h) Providing pedestrian and cycle access to private property at all times; (i) Providing footpaths of at least 1.5m in width along either side of Albert Street; (j) At a minimum two safe crossing passageways (which are āfully accessibleā with a minimum width of 1.5m wide and well lit ), need to be provided in the vicinity of Swanson Street and Wyndham Street, in addition to pedestrian crossings at the intersections of Victoria Street and Customs Street; (k) Ensuring that construction traffic does not use Swanson Street, Wolf Street or Federal Street north of Swanson Street; (l) During the Kingston Street closure, pedestrian access to and from the Auckland District Courtās fire escape on the north side of Kingston Street shall be maintained at all times; and (m) 18 metres of on street parking within Kingston Street shall be reserved for police at the nearest practicable location. 27.2 The Transport, Access and Parking DWP shall demonstrate how these measures will be implemented and shall also include the following: (a) How construction works will be undertaken to mitigate congestion on Albert Street, Wellesley Street, Victoria Street, Customs Street, and Quay Street including retaining east-west traffic movements across Albert Street on Customs Street, Victoria Street and Wellesley Street; (b) The timing and sequencing of temporary road lane reductions and / or closures, and the alternative routes and temporary detours to be used, including: (i) How these have been selected and will be managed to, where practicable,
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mitigate congestion on the surrounding road network; (ii) How the Albert Street/Wyndham Street intersection will be reopened as soon as practically possible; (c) How disruption to the use of private property located immediately adjacent the designation with access onto Galway Street, Tyler Street, Queen Elizabeth Square, Customs Street, Albert Street, Kingston Street, will be mitigated through: (i) Providing vehicle access to private property as practicably possible at all times; (ii) Retaining local vehicle access to properties located along Albert Street (which may include only left in, left out access); (iii) Retaining access for loading and unloading of goods located along the service lane on the eastern side of Albert Street, between Victoria Street and Wellesley Street; and; (iv) Providing an on street loading bay on Customs Street, Lower Albert Street or Lower Queen Street to provide servicing to 21 Queen Street if access during construction cannot be provided to the existing loading bay area for 21 Queen Street, accessed from Lower Albert Street; and; (v) Providing access for loading and unloading of goods between Wyndham Street and Victoria Street West. (d) How disruption to the use of the local road network will be mitigated for private bus users, pedestrians and cyclists through: (i) Providing, where practicable, for the continued operation of private bus operators from hotels and other pick up / drop off locations in the city centre area (cross references to the Communication and Consultation Plan for consulting with private bus operators shall be included in the CEMP and Traffic, Access and Parking DWP); and (ii) Retaining pedestrian and cycle access through Lower Queen Street and / or Queen Elizabeth Square to provide access to and from the Ferry terminal and Customs Street; and (e) How disruption to pedestrians and cyclists requiring the ability to cross from east to west (and vice versa) across Albert Street between Victoria Street and Customs Street can be mitigated through providing, where practicable, safe pedestrian and cyclist passageways across the construction works on Albert Street. Transport Access and Parking: Specific Requirements (Karangahape Station Area) 28.1 To achieve the objective in Condition 25, the following measure shall be implemented: (a) Retaining one lane of traffic in each direction on Pitt Street (unless otherwise agreed with the Auckland Council Consent Monitoring officer); and (b) Spoil trucks shall not use East Street where practicable and on-street parking at the Southern end of East Street will be retained. 28
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28.2 The Transport, Access and Parking DWP shall demonstrate how these measures will be implemented and shall also include the following: (a) How construction of the shafts providing access to the Station can be undertaken to mitigate congestion on Pitt Street, Karangahape Road, and Mercury Lane; (b) The timing and sequencing of temporary road lane reductions and / or closures on Pitt Street, Mercury Lane, and the western end of Beresford Street, and the alternative routes and temporary detours to be used, including how these have been selected and will be managed to, where practicable, mitigate congestion on the
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surrounding road network; (c) How disruption to the use of private property located immediately adjacent the surface designation with access onto Beresford Street, Pitt Street, Mercury Lane, and East Street will be mitigated through: (i) Providing pedestrian and cycle access to private property at all times, particularly those businesses located at the eastern end of Beresford Street and the northern end of Mercury Lane; (ii) Providing vehicle access to private property, which may include only a turn in and a turn out in the same direction), as practicably possible at all times, except for temporary closures where landowners and occupiers have been communicated and consulted with in reasonable advance of the closure; (iii) Providing local vehicle access to properties located along Beresford Street and Samoa House Lane (which may include only a turn in and a turn out in the same direction); (iv) Alternative parking arrangements or other offers for resolving the temporary loss of car parking during construction for the Hopetoun Alpha Building. Transport, Access and Parking: Specific Requirements (Newton Station Area) 29.1 To achieve the objective in Condition 25, the Transport, Access and Parking DWP shall include the following: (a) How construction of the shafts providing access to the Newton Station, although constructed wholly on private land, can be undertaken to mitigate construction related congestion on Symonds St, the Symonds Street / Mt Eden Road / New North Road intersection, Dundonald Street, and the western end of Basque Road; (b) The timing and sequencing of temporary road lane reductions and / or closures on Symonds St in the vicinity of the intersection of Symonds Street / Mt Eden Road and New North Road , Dundonald Street, and the western end of Basque Road, and the alternative routes and temporary detours to be used, including how these have been selected and will be managed to, where practicable, mitigate congestion on the surrounding road network; 29
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(c) How disruption to the use of private property located immediately adjacent the surface designation with access onto Symonds Street, Dundonald Street, and the western end of Basque Road will be mitigated through: (i) Providing pedestrian and cycle access to private property at all times, particularly for those businesses and residences located along Symonds Street and Dundonald Street; (ii) Providing vehicle access to private property, which may include only a turn in and a turn out in the same direction), as practicably possible at all times, except for temporary closures where landowners and occupiers have been communicated and consulted with in reasonable advance of the closure. How the loss of public pay and display parking located at the Auckland Transport Symonds Street Public Car Park will be mitigated through alternative parking arrangements. The Requiring Authority may be able to arrange such alternative car parking at the Burleigh Street car park. (d) The effects of the temporary use of the Symonds Street car park as a construction site are to be mitigated by the Requiring Authority by active parking management and enforcement, within 400m of the car park, to maximise short term parking within this area
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Transport and Property Access: Additional Requirements (NAL Area) 30.1 To achieve the objective in Condition 25, the following measures shall be implemented: (a) The retention of at least two traffic lanes (one in either direction) on Mt Eden Road during the construction of the replacement Mt Eden Road Bridge; (b) During the closure of the Normanby Road level crossing to construct the grade separated crossing, the Mt Eden Road and Normanby Road intersection shall be signalised and a second traffic lane shall be provided on the Boston Road approach to its intersection with Mt Eden Road intersection. Additionally, the no parking restrictions on Boston Road shall be extended along the length of Boston Road and considered for any adjacent local roads to facilitate through traffic; (c) A temporary pedestrian crossing (over the rail line) at Normanby Road is to be provided for the period of the temporary closure of the Normanby Road connection; (d) Access will be maintained to Nikau Street at all times by at least one lane (minimum 3m), and two lanes on Nikau St between Flower and Korari Streets. Access to sites within Flower Street and Korari Street is to be retained, from Nikau Street or New North Road, at all times; (e) Construction works will be undertaken to ensure two-way access is maintained at all times for vehicles to all accessways to the MediaWorks site including staff and visitors cars, trucks and service vehicles; (f) Providing for traffic to turn right out of Ruru Street to reduce any congestion (particularly at peak times) resulting from not being able to travel via Nikau Street to the traffic lights at Flower Street and New North Road; 30
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(g) Providing accessibility along Mt Eden and Normanby Roads as a priority for, where practicable: public transport (buses), emergency services, access to properties for pedestrians, and cyclists; (h) Construction works will be undertaken to ensure two-way access is maintained at all times for all vehicles accessing the Mt Eden Corrections Facility at Lauder Road (including staff and visitorsĆ¢€™ cars, service vehicles, prison vans, emergency vehicles and buses), communication and consultation with the Department of Corrections, and the entity contracted by Department of Corrections to administer and run the Mt Eden Corrections facility at 1 Lauder Road, on this matter shall be recorded in accordance with Condition 15) of this designation. The Requiring Authority shall be responsible for ensuring that the construction works do not restrict 24-hour two-way access for all vehicles accessing the Mt Eden Corrections Facility at Lauder Road; (i) Construction works will be undertaken to ensure two-way access is maintained at all times for vehicles accessing the premises at 51-63 Normanby Road, including staff and visitors cars, trucks and service vehicles. The measures shall: (i) Ensure safe and reasonable access to and from the site, to Austroads standards; (ii) Not result in the loss of any on site parking; (iii) Incorporate a crossing width sufficient not to reduce the range of vehicles required to access the site, relative to the existing situation; (iv) It is noted that the site is used occasionally by large trucks of up to 18m. These vehicles are to be provided for in the design of the access (i.e. the vehicle crossing and the access onto the site); (v) Following completion of the grade separation of Normanby Road safe and reasonable access will be provided to and from the property at 51-63 Normanby Road to meet the relevant Austroads and NZS2890.1 standards or the applicable
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standard required by the road controlling authority. (j) Construction works will be undertaken to ensure pedestrian and two-way vehicle access is maintained at all times to access the premises at 32 Normanby Road, including staff and visitors cars, trucks and service vehicles. The measures shall: (i) Ensure safe and reasonable access to and from the site, to Austroads standards; (ii) Incorporate a crossing width sufficient not to reduce the range of vehicles required to access the site, relative to the existing situation; (iii) Should the Requiring Authority require part of the site at 32 Normanby Road that is currently used for 40 car parking spaces for the construction of the City Rail Link 34 alternative car parking spaces will be provided at 14-22 Boston Road (in accordance with Plans DRG 0052 Rev 2.0 CRL-EFC-CON-000-DRG-0064 Revision 1 dated 8/7/16 and DRW 0058 Rev 5.0 CRL-EFC-ROA-000-DRG-1027 Revision 4 dated 30/6/16, 1028 Revision 4 dated 30/6/16 and 1127 Revision 2 dated 30/6/16). The Requiring Authority shall provide safe pedestrian access across the North Auckland Line and into the site for customers and staff, visiting or employed at the site in accordance with Condition 30.1(c) until the grade separation works are completed and permanent access is reinstated to the site. (k) At completion of the grade separation of Normanby Road safe and reasonable pedestrian and vehicle access to and from the site and 34 on site car parking spaces will be provided for the property at 32 Normanby Road. In the case of pedestrian and vehicle access and parking arrangements, this will be in accordance with Plans DRG 0058 Rev 5.0 CRL-EFC-ROA-000-DRG-1027 Revision 4 dated 30/6/16, 1028 Revision 4 dated 30/6/16 and 1127 Revision 2 dated 30/6/16, and meet the following requirements: (i) The ramp access will meet relevant Austroads, NZS2890.2 and the Auckland Council District Plan: Isthmus Section design standards; (ii) The 34 car parking spaces will be provided across the site and the adjoining KiwiRail property. The spaces will be compliant with the appropriate Auckland Council District Plan: Isthmus Section parking standards for dimension and manoeuvring; (iii) The design, structures and barriers associated with the ramp and pedestrian access to the site will be subject to the urban design process of Condition 47; and (iv) Provision for landscape planting both on the site and on the KiwiRail land in the area shown on DRG 0058 Rev 5.0 CRL-EFC-ROA-000-DRG-1127 Revision 2 dated 30/6/16 and if appropriate beyond the site (in accordance with Condition 47.2). Indicative widths of landscaping on DRG 0058 Rev 5.0 are 1m for the section shown alongside the railway and 0.5m for the section on the southern side of the ramp. (l) The KiwiRail land required by condition (k) above for car parking spaces, landscaping and the ramp access will be provided by the Requiring Authority until such time as the vehicle access ramp is no longer required by the landowner. If the vehicle access ramp is no longer required to provide access to the property it shall be removed by the Requiring Authority at its cost within 3 months unless otherwise agreed with the landowner. (m) Construction of the grade separation works at Normanby Road on the parcels of land identified on the CRL NOR6 Sheet 2 as parcels 242, 243, 244, 245, 246, 393, 394, 399, 400 and 401 shall not commence until the KiwiRail land is available and written
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confirmation of this has been provided by the Requiring Authority to Auckland Council. (n) Access to Water Street to and from Mt Eden Road for CRL construction related heavy commercial vehicles shall be limited to left-in and left-out movements only. (o) Access to 14-22 Boston Road from Normanby Road shall be restricted to left-in and left-out movements only; the exception to this will be when Normanby Road is closed; and (p) During the temporary works along Boston Road, a 1.8m wide footpath on the north side of the street, in addition to two 3.0m wide traffic lances shall be provided on Boston Road between Normanby Road and Khyber Pass. A safe temporary pedestrian crossing facility shall be provided at the western extent of Active Construction Zone M1. 30.2 The Traffic, Access and Parking DWP shall demonstrate how these measures will be implemented and shall also include the following: (a) How construction works can be undertaken to mitigate congestion on New North Road, Ruru Street, Korari Street, Flower Street, Nikau Street, Ngahura Street, Porters Avenue, Mt Eden Road, Normanby Road, Boston Road, Nugent Street, and the road network in general in this area including: (b) Which routes are to be used by construction trucks to remove spoil from the construction yard including how the use of these routes by these vehicles will be managed to mitigate congestion; (c) Which routes are to be used by construction related traffic (especially trucks) to deliver construction materials and other related goods and services to the construction yard including how the use of these routes by these vehicles will be managed to mitigate congestion; The grade separation of Porters Ave so that it is undertaken at a time when vehicles, pedestrians, and cyclists can be managed and accommodated on Dominion Road, Mt Eden Road and Normanby Road to an extent which mitigates where practicable, delays to travel journeys from congestion on these roads resulting from City Rail Link construction works; (d) The grade separation of Normanby Road so that it is undertaken at a time when vehicles, pedestrians, and cyclists can be managed and accommodated on Dominion Road, Mt Eden Road and Porters Avenue, to an extent which mitigates where practicable, delays to travel journeys from congestion on these roads resulting from City Rail Link construction works; (e) Any reduction in the number of fully operational traffic lanes associated with the closure of Porters Avenue and Normanby Road, and the reduction in the number of vehicle lanes on the Mount Eden Road bridge, is to be undertaken on only one of these three two routes at a time; (f) The timing and sequencing of temporary road lane reductions and / or closures at the Symonds Street / New North Road / Mt Eden Road intersection , Ruru Street, Korari Street, Flower Street, Nikau Street, Ngahura Street, Porters Avenue, Mt Eden Road in the vicinity of the bridge over the rail line, Normanby Road, Boston Road, Nugent Street in the vicinity of the rail crossing, and the alternative routes and temporary detours to be used, including how these have been selected and will be managed to, where practicable, mitigate congestion on the surrounding road network; (g) How disruption to the use of property located immediately adjacent to the surface
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designation with access onto New North Road, Ruru Street, Korari Street, Flower Street, Nikau Street, Ngahura Street, Porters Avenue, Mt Eden Road, Normanby Road, Boston Road, Nugent Street will be mitigated through: (i) Providing pedestrian and cycle access to private property at all times; (ii) Providing local vehicle access and pedestrian access at all times to properties located along Flower Street (between Nikau Street and Shaddock Street) and Shaddock Street (between Flower Street and its dead end to the east), which are not located within the designation footprint, except for temporary closures where landowners and occupiers have been communicated and consulted with in reasonable advance of the closure; (iii) Retaining local vehicle and pedestrian access to properties located outside the designation footprint along Haultain Street, Fenton Street, Porters Avenue, Ngahura Street, Ruru Street, Korari Street, Flower Street, Nikau Street, Mt Eden Road, Boston Road, Nugent Street, and Normanby Road at all times except for temporary closures where landowners and occupiers have been communicated and consulted with in reasonable advance of the closure; and (iv) Full accessibility to those parts of Porters Avenue not affected by, but in the vicinity of, the construction works; and (h) How disruption to the use of Mt Eden Rail Station will be mitigated through providing, where practicable, access during construction works associated with the replacement of Mt Eden Road Bridge. Noise and Vibration Project Standards - Construction Noise 31.1 Construction noise shall comply with the following Project Standards (unless otherwise provided for in a SSCNMP which is approved under Condition 37, 39 or 40): Monday to Saturday 0700 ā 2200
Sundays and Public Holidays
Occupied commercial and industrial buildings (including offices)
75 dB LAeq
75 dB LAeq
Sensitive Noise and Vibration Receivers (excluding offices)
75 dB LAeq 90 dB LAFmax
65 dB LAeq 1
Receiver Type
1 31
4 5 6
Early Childhood Education Centres (whilst occupied during normal opening hours)
At all other times
0700 ā 2200
80 dB LAFmax
2200 ā 0700
75 dB LAeq
2
60 dB LAeq 75 dB LAFmax
35 dB LAeq in sleeping areas
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Condition Number
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Bear Park Early Childhood Education Centre at 32 Akiraho Street (whilst occupied during normal opening hours)
35 dB LAeq in sleeping areas 65 dB LAeq in outdoor playing areas
Notes: 1. 60dB LAeq for Designation 5 and Designation 6; and 2. 75dB LAFmax for Designation 5 and Designation 6. 31.2 Construction noise shall be measured and assessed in accordance with the provisions of NZS 6803:1999 Project Standards - Blasting Overpressure and Vibration For the avoidance of doubt this condition only applies to NoR 6 where blasting is required. 32.1 Prior to commencement of production blasts (ie. blasting that is undertaken as part of the construction process), trial blasts (ie. preliminary blasts that occur prior to production blasts for the purpose of data acquisition), shall be undertaken to demonstrate how adverse effects will be managed and how compliance with Conditions 32.2, 32.3 and 32.4 will be achieved in production blasting. Trial blasts will determine site-specific attenuation characteristics, air overpressure levels and maximum instantaneous charge weight (MIC) thresholds. Outcomes shall be documented in a Trial Blasting Report. This Trial Blasting Report shall be used for subsequent design of production blasting. 32.2Air overpressure from the blast events shall not exceed 120 dB LZpeak at the facade of any occupied building measures and assessed in accordance with the provisions of the Australian Standard AS 2187.2-2006 Explosives ā Storage and use ā Use of explosives.
32
6
32.3Air overpressure from blast events shall not exceed 133dB LZpeak at the facade of any unoccupied building measured and assessed in accordance with the provisions of Australian Standard AS 2187.2-2006 Explosives ā Storage and use ā Use of explosives. 32.4 Unless a SSCNVMP is approved under Conditions 38, 39 or 40 which includes an alternative blasting vibration standard: (a) Vibration from blast events shall not exceed 10mm/s PPV for 95% of blast events and 15mm/s for 100% blast events when measured at the foundation of any building that will be occupied during the blast event when measured and assessed in accordance with the provisions of DIN 4150-3:1999. (b) Vibration from blast events shall not in any case exceed the limits specified in Condition 33 when measured at the foundation of any building when measured and assessed in accordance with the provisions of Condition 33. 32.5 For the purposes of 32.2 and 32.3, a building is deemed to be occupied if there are persons inside only during the blast event (ie. if the occupants of a dwelling are out (eg. at work) during the blast event then the dwelling is deemed to be unoccupied). 32.6 Blasts must be performed at set times during the daytime only, between 9am and 5pm, Monday to Saturday only. 32.7 Comprehensive vibration and air overpressure level predictions must be performed prior to every blast event. 32.8 Blasting shall not be carried out where overpressure levels are predicted to be above the Project Standards in 32.1 and 32.2 at any building. Blasting shall not be carried out where
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vibration levels are predicted to be above the project standards in Condition 32.4 at any building. 32.9 These criteria may be varied only by a Site Specific Construction Noise Management Plan (SSCNMP) that has been approved under Condition 37. Project Standards - Construction Vibration 33.1 Construction vibration (including blasting) shall comply with the following Project Standards for building damage (unless otherwise provided for in a SSCVMP which is approved under Condition 38, 39 or 40) Type of Structure
Short-term (transient) vibration1
PPV at the foundation at a frequency of
1 2 4 33
5 6
Long-term (continuous) vibration
PPV at horizontal plane of highest floor (mm/s)
PPV at horizontal plane of highest floor (mm/s)
1-10Hz (mm/s)
10-50 Hz (mm/s)
50-100 Hz (mm/s)
Commercial/ Industrial
20
20 ā 40
40 ā 50
40
10
Residential/ School
5
5 ā 15
15 ā 20
15
5
Historic or sensitive structures
3
3ā8
8 ā 10
8
2.5
Note: 1. Standard DIN 4150-3:1999 defines short-term (transient) vibration as āvibration which does not occur often enough to cause structural fatigue and which does not produce resonance in the structure being evaluatedā. Long-term (continuous) vibration is defined as all other vibration types not covered by the short-term vibration definition. 33.2 Construction vibration (including blasting) shall be measured in accordance with German Standard DIN 4150-3:1999. Project Standards - Construction Vibration (Amenity) 34.1 Between the hours of 10pm and 7am vibration generated by construction activities (excluding blasting) shall not exceed: 1 2 34
4 5 6
(a) a Peak Particle Velocity (PPV) of 0.3mm/s when measured at any part of the floor of any bedroom; (b) a noise level of 35 dB LAeq(15min) when measured in any bedroom. 34.2 Between the hours of 7am and 10pm vibration generated by construction activities (excluding blasting) shall not exceed: (a) A Peak Particle Velocity (PPV) of 1mm/s as measured on the floor of the receiving room for residentially occupied habitable rooms, bedrooms in temporary accommodation and medical facilities; and (b) A Peak Particle Velocity (PPV) of 2mm/s as measured on the floor of the receiving room for retail and office spaces (including work areas and meeting rooms); 34.3 The limits in 34.1 and 34.2 shall only be investigated and applied upon the receipt of
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a complaint from any building occupant. They shall not be applied where there is no concern from the occupant of the building. 34.4 Where the limits in 34.1 and 34.2 are found (through measurement) to be exceeded then a SSCVMP shall be prepared for that receiver (Condition 38). Project Standards ā MediaWorks
6
35
35.1 The noise and vibration limits set out in Conditions 35.2 and 35.3 shall apply only during Sensitive Times. For the purposes of MediaWorks, Sensitive Times are defined as follows: (a) During scheduled live broadcasting (b) During emergency/breaking news live broadcasting (c) During scheduled recording sessions If the limits are complied with in Studio 1, the noise and vibration levels in all other Studios will be acceptable. For the avoidance of doubt, (a)-(c) above include sound checks as well as actual broadcast/recording time. 35.2 Noise Limits ā Studios The noise level (whether air borne or reradiated from ground vibration) from all construction sources as received inside Studio 1 shall not exceed 30dB LAeq (5 min) and 33 dB LAeq (1 sec). These limits apply to the construction component of the total noise. However for up to two periods of tunnelling, each no more than 15 consecutive days, the noise limits may be up to 5 decibels higher (ie. 35dB LAeq (5 min) and 38 dB LAeq (1 sec)) during Sensitive Times, other than during the Live Broadcasting Periods as follows: (a) Weekdays: 0600-0900 hours 1200-1230 hours 1730-1930 hours 2230-2330 hours (b) Christmas holiday season (Saturday prior to Christmas Day to Sunday following New Years Day inclusive) and weekends: 1730-1900 hours The Requiring Authority must give MediaWorks at least 12 days notice of the commencement of each such period. 35.2A Rockbreaking shall not be used for tunnel excavation within 100m of the MediaWorks site during Sensitive Times unless compliance with the noise limits in Condition 35.2 can be demonstrated in accordance with the methodology set out in the SSCNVMP. 35.3 Vibration Limits ā Studios For the protection of studio camera image quality, the construction vibration level (including blasting) as received inside Studio 1 shall not exceed 0.1mm/s PPV. This limit may be elevated by agreement of both the Requiring Authority and MediaWorks where image quality is found to be unaffected. 35.4 Noise level measurements inside Studio 1 shall be undertaken at a position that is representative to the level received within 2m from, and at a similar height to, the microphone of the main presenter(s). 35.5 Noise level measurements inside Studio 1 shall be undertaken with all doors to the studio closed.
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35.6 For the protection of amenity, the construction vibration level as received in inside office areas, meeting rooms and technical suits shall not exceed 1mm/s PPV (as received on the floor of the receiving room) when those spaces are in use. 35.7 For the prevention of building damage, the construction vibration level shall not exceed the limits in Condition 33 at all times. 35.8 For the protection of sensitive equipment, the construction vibration (including blasting) level shall not exceed 200mg (2m/s2) between 5-500Hz. Levels are to be measured on the floor supporting the Sensitive Equipment. 35.9 All attended noise and vibration measurements shall be undertaken by a suitably qualified and experienced expert. 35.10 For the avoidance of doubt, the MediaWorks conditions (Conditions 35, 40 and 66) only apply for so long as television, radio and/or interactive media facilities broadcast from the MediaWorks site. 35.11 Blasting shall not occur during MediaWorks Sensitive Times (as defined in Condition 35.1). Blasting shall occur at times to be agreed with MediaWorks and as documented in the SSCNVMP. Construction Noise and Vibration DWP For the avoidance of doubt, this condition is applicable to the management of construction noise and vibration on all receivers, including sensitive and notable receivers. 36.1 A Construction Noise and Vibration DWP shall be prepared and implemented. The objective of the Construction Noise and Vibration DWP is to provide for the development and implementation of identified best practicable option to avoid, remedy or mitigate the adverse effects on receivers of noise and vibration resulting from construction. 36.2 The Construction Noise and Vibration DWP shall: (a) Adopt the noise and vibration standards for construction set out in Conditions 31, 32, 33 and 34 of these designations; 1 2 36
4 5 6
(b) Be generally consistent with the draft Construction Noise and Vibration management plan submitted as part of the Notice of Requirement documentation (dated 23 August 2013); and (c) Identify methods to achieve best practicable option for mitigating adverse effects. 36.3 To achieve this objective, the Construction Noise and Vibration DWP shall include: (a) The roles and responsibilities of the noise and vibration personnel in the contractor team with regard to managing and monitoring adverse noise and vibration effects; (b) That piling and road cutting will be restricted to between the hours of 7am to 7pm, Monday to Saturday; (c) Construction machinery and equipment to be used and their operating noise and vibration levels; (d) Identification of construction activities that are likely to create adverse noise and vibration effects, the location of these in the construction site areas, and the distance to comply with the Project Criteria in Conditions 31, 32, 33 and 34; (e) The timing of construction activities that are likely to create an adverse noise and vibration effect; (f) The location of sensitive noise and vibration receivers; (g) A record of communication and consultation with sensitive noise and vibration receivers. The record must include a clear explanation of where any comments from
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sensitive receivers have not been incorporated in the Construction Noise and Vibration DWP, and the reasons why not. This information must be included in the Construction Noise and Vibration DWP provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process specified in Condition 11; (h) Specific measures to address the concerns raised by those sensitive receivers; (i) Specific training procedures for construction personnel including: (i) The project noise and vibration performance standards for construction (conditions 31, 32, 33 and 34); (ii) Information about noise and vibration sources within the construction area and the locations of sensitive noise and vibration receivers; and (iii) Construction machinery operation instructions relating to mitigating noise and vibration; (j) Methods and measures to mitigate adverse noise and vibration effects including, but not limited to, structural mitigation such as barriers and enclosures, the scheduling of high noise and vibration construction, use of low noise and vibration machinery, temporary relocation of affected receivers or any other measures or offer agreed to by the Requiring Authority and the affected receiver; (k) The proposed methods for monitoring construction noise and vibration to be undertaken by a suitably qualified person for the duration of construction works including: (i) Updating the predicted noise and vibration contours based on the final design and construction activities; (ii) Confirm which buildings are to be subject to a pre and post building condition survey in accordance with Condition 46. This includes consideration of those buildings in Appendix One and Two to these conditions; (iii) The timing and location for monitoring of buildings during construction is required (Note that the flow charts contained in Appendices B and C of Appendix J of the technical noise and vibration report provided as part of the Notice of Requirement should be used as a guide); (iv) Identifying appropriate monitoring locations for receivers of construction noise and vibration; (v) Procedures for working with the Communication and Consultation Manager to respond to complaints received on construction noise and vibration, including methods to monitor and identify noise and vibration sources; (vi) Procedures for monitoring construction noise and vibration and reporting to the Auckland Council Consent Monitoring officer; and (vii) Procedures for how works will be undertaken should they be required as a result of the building condition surveys; (l) Cross references to the specific sections in the Communication and Consultation Plan which detail how landowners and occupiers are to be communicated with around noise and vibration effects.
37
1
Site Specific Construction Noise Management Plan (SSCNMP)
2
For the avoidance of doubt, this condition does not apply to MediaWorks.
4
37.1 The objective of a SSCNMP is to detail the best practicable option to avoid, remedy or mitigate adverse effects on a receiver resulting from construction noise that does not
5
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Condition
comply with the Project Noise Standards. 37.2 Further to the Construction Noise and Vibration DWP in Condition 36, a SSCNMP shall be prepared for any receiver or activity for which air overpressure is either predicted or measured to exceed the limits in Condition 32, or where construction noise is either predicted or measured to exceed the Project Noise Standards in Condition 31, except where the exceedance of the standards in Condition 31 is less than 5 decibels and does not exceed : (a) 0700-2200: 1 period of up to 2 consecutive weeks in any 2 months (b) 2200-0700: 1 period of up to 2 consecutive nights in any 10 days 37.3 For predicted exceedances of less than 5 decibels (refer 37.2) 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. 37.4 In addition to the SSCNMPs prepared in accordance with Condition 37.2, and notwithstanding Condition 37.1, the Requiring Authority shall prepare SSCNMPs specifying the best practicable option for management, methods and measures to mitigate all noise effects for the properties located at: (a) 1 Queen Street (Lot 1 DP 165403); (b) 21 Queen Street (Lot 1 DP 67723); (c) 29 Customs Street West (Lot 7 DP 77037) (d) 188 Quay Street (Lot 5 DP 63972 and Lot 1 DP 78340); and (e) 23-29 Albert Street (Lot 1 DP 116724). 37.5 SSCNMPs will identify: (a) The extent to which noise may exceed the Project Noise Standards in Condition 31 or the overpressure limits in Condition 32; (b) The timing and duration of any exceedance; (c) Details of the type of activity causing any exceedance; (d) The summary of the communication and consultation undertaken with the receiver. The summary must include a clear explanation of where any comments have not been incorporated, and the reasons why not. This information must be included in the SSCNMP provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process specified in Condition 11; (e) The methods and measures to mitigate noise effects, including but not limited to, potential to offer temporary relocation of affected receivers, alternative ventilation, faąø£ąøade sound insulation improvements, building condition surveys in the case of overpressure generated by blast events, or other offers made by the Requiring Authority and whether these have been agreed to by the affected receiver; (f) The reasons why the management and mitigation measures and methods reflect best practicable option. 37.6 The SSCNMP shall be submitted for the review of Auckland Council as part of the Outline Plan. The works shall then be undertaken in accordance with the SSCNMP confirmed by the Requiring Authority as part of the Outline Plan.
38
1
Site Specific Construction Vibration Management Plan (SSCVMP)
2
For the avoidance of doubt, this condition does not apply to MediaWorks.
4
38.1 The objective of a SSCVMP is to detail the best practicable option to avoid, remedy or mitigate adverse effects on a receiver resulting from vibration that does not comply with
5
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NoR Designati on Applies to
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Condition
the Project Vibration Standards. 38.2 Further to the Construction Noise and Vibration DWP in Condition 36, a SSCVMP shall be prepared: (a) For any unoccupied building, structure or infrastructure for which construction vibration is either predicted or measured to exceed the Project Vibration Standards in Condition 33; (b) Where a complaint or concern is raised and the vibration level exceeds the amenity levels of Condition 34.2(a) and 34.2(b); (c) In response to other concerns or complaints where required (refer Condition 17).; (d) For the properties listed in Condition 37.4. 38.3 Where the amenity limits in Conditions 34.2(a) and 34.2(b) are exceeded: (a) Best practicable management of vibration must be applied; and (b) The vibration activity shall be scheduled to avoid disturbance. If this is not practicable then reasonable respite periods shall be provided to reduce vibration exposure. 38.4 The limits in condition 33 may be relaxed by a SSCVMP but only for a building, structure or infrastructure that has been assessed by a suitably qualified and experienced structural engineer and where it has been deemed to be capable of withstanding higher vibration levels without sustaining building or structural damage, and where appropriate vibration and building condition monitoring regimes are in place. 38.5 SSCVMPs will identify: (a) The timing and duration of any exceedance; (b) Details of the type of activity giving rise to any exceedance; (c) Site Specific vibration criteria that addresses the issue(s) of concern (i.e. building damage, amenity and sensitive equipment). Site Specific criteria shall be determined by a suitably qualified independent vibration expert; (d) The summary of the communication and consultation undertaken with the receiver. The summary must include a clear explanation of where any comments have not been incorporated, and the reasons why not. This information must be included in the SSCVMP provided to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan process specified in Condition 11; (e) The methods and measures to mitigate vibration effects, including but not limited to, investigating alternative low-vibration construction methods, undertaking highvibration works outside sensitive times, vibration barriers, building condition surveys, potential to offer temporary relocation of affected receivers, or other offers made by the Requiring Authority and agreed to by the affected receiver; (f) The reasons why the management and mitigation measures and methods reflect best practicable option. 38.6 The SSCVMP shall be submitted for the review of Auckland Council. The works shall then be undertaken in accordance with the SSCVMP confirmed by the Requiring Authority as part of the Outline Plan.
Notable Receivers 39
1
Notable Noise and Vibration Receivers
2 4
For the avoidance of doubt, Conditions 39.5 and 39.6 do not apply to MediaWorks. 39.1 Further to Condition 36, the Requiring Authority and its contractor, in conjunction with a
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Condition Number
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Condition
suitably qualified expert, shall work collaboratively with each notable receiver during the preparation of a SSCNVMP to confirm the extent and management of adverse effects on each Notable Receiver. 39.2 In addition to the Construction Noise and Vibration DWP, a SSCNVMP shall be prepared for each identified Notable Receiver. The objective of the SSCNVMP is to detail the best practicable option to avoid, remedy or mitigate adverse noise and vibration effects on each Notable Receiver. 39.3 The Requiring Authority shall consult with the notable receiver throughout the duration of construction and update the SSCNVMP as required to achieve the objective in 39.2. 39.4 The SSCNVMP shall include: (a) The level at which noise and vibration effects on the notable receiver will unreasonably interfere with its operation. This will enable development of the site specific criteria. In the case of MediaWorks this is set out in Condition 40; (b) Construction activities and equipment which are likely to create adverse noise and vibration effects and the location and timing of these in relation to the notable receiver; (c) The methods and measures associated with the worksite including, but not limited to, structural mitigation such as barriers and enclosures, use of low noise and vibration machinery and the scheduling of high noise and vibration construction; (d) The methods and measures associated with the notable receiver building or operation including, but not limited to, potential for isolation of sensitive areas and equipment, dampening of reradiating surfaces and temporary relocation of affected receivers that are proposed to minimise adverse noise and vibration effects on the notable receiver; (e) Details about the methods to be adopted by the Requiring Authority to minimise construction noise and vibration effects on the notable receiver and the anticipated effectiveness of those methods; (f) A summary of the communication and consultation undertaken with the notable receiver. The summary must include a clear explanation of where any comments have not been incorporated, and the reasons why not; (g) Offers made by the Requiring Authority to the notable receiver to mitigate effects and the response by the operators, such as relocation, and whether those offers were accepted or not by the notable receiver; 39.5 If the parties cannot agree on any of the matters above they shall each appoint a suitably qualified and independent expert, who shall jointly appoint an independent and suitably qualified third expert who shall certify the following matters to be included in the SSCNVMP: (a) The level at which noise and vibration effects on the notable receiver unreasonably interfere with its operation (the certified noise and vibration limit); (b) The mitigation methods and measures within the worksite (at source) including, but not limited to, structural mitigation such as barriers and enclosures, use of low noise and vibration machinery and the scheduling of high noise and vibration construction; (c) The mitigation methods and measures at the notable receiver including but not limited to: isolation of sensitive areas and equipment; dampening of reradiating surfaces; any response to such offers; and temporary relocation of affected receivers; (d) Whether or not the mitigation methods and measures reflect best practicable
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management; and (e) Whether or not the residual effects are likely to cause significant disruption to the activities of the notable receiver. 39.6 Following the above process the SSCNVMP shall be submitted for the review of Auckland Council as part of the Outline Plan. For the avoidance of doubt, the Requiring Authority shall not be entitled to make any changes to the SSCNVMP through the Outline Plan process following any agreement reached with the notable receiver and/or through the above certification process without the consent of the notable receiver. The works shall then be undertaken in accordance with the SSCNVMP confirmed by the Requiring Authority as part of the Outline Plan process.
40
6
Construction Noise and Vibration Management Plan Ć¢€“ Mediaworks Further to Condition 36, a SSCNVMP shall be prepared for MediaWorks implementing the project standards in Condition 35. 40.1 The MediaWorks SSCNVMP shall identify high noise or vibration plant and machinery, and list the relevant items that require testing in accordance with Condition 40.4 and 40.8. 40.2 Prior to any demolition or construction commencing, the Requiring Authority shall undertake a noise survey to determine the Transmission Loss (TL) performance of the MediaWorks building envelope. This testing shall only be undertaken outside of Sensitive Times. 40.3 Prior to any demolition or construction commencing, the Requiring Authority shall undertake a vibration survey to determine the transfer function of the MediaWorks building structure from ground vibration outside the building to reradiated noise in Studio 1. This testing shall only be undertaken outside of Sensitive Times. 40.4 All high noise plant and machinery to be used at a location where it is predicted to generate noise levels in excess of 3 dB below the limits specified in Condition 35.2 shall be tested prior to use, to determine its Sound Power Level (Lw) at a sufficient distance from the MediaWorks building to ensure compliance. These measured Lws shall be used to predict the noise level at the MediaWorks building faÄĀ§ade(s) from proposed construction scenarios. The faÄĀ§ade TL (refer Condition 40.2) shall then be applied to predict the noise levels in the relevant rooms. 40.5 All high noise plant and machinery may not be used until Condition 40.4 is satisfied, taking into account the cumulative noise levels from active sources on the site. 40.6 The Requiring Authority and its contractor, in conjunction with a suitably qualified expert, shall work collaboratively with MediaWorks during the preparation of a SSCNVMP to confirm the extent and management of adverse effects on MediaWorks. 40.7 The SSCNVMP shall set out the requirements for monitoring, the number of monitors, the instrument location, any adjustments necessary if a proxy position is required and any other procedures or requirements that are necessary. The data shall be available in real time to the Requiring Authority, Auckland Council and MediaWorks. 40.8 Prior to the use of any high vibration equipment to be used at a location where it is predicted to generate vibration levels greater than 75% of the PPV vibration limits in Condition 35.3, 35.6, 35.7 and 35.8, or reradiated noise within 3 decibels of the limits in Condition 35.2, the Requiring Authority shall undertake vibration measurements at a sufficient distance from the MediaWorks building to ensure compliance, applying the transfer function required by Condition 40.3 to assess reradiated noise. These measurements shall be used to determine minimum set-back distances from the building to avoid potential exceedances of the vibration limits in Conditions 35.2, 35.3, 35.6, 35.7 and 35.8. The results of the testing and the outcomes affecting construction operations
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shall be set out in the SSCNVMP. 40.9 The noise and vibration levels from construction shall be monitored to determine compliance with conditions 35.2, 35.3, 35.6, 35.7 and 35.8 continuously by automated noise and vibration monitors located at positions that will represent the noise and vibration level in the relevant spaces and for the relevant noise and vibration limits. The SSCNVMP shall set out the requirements for monitoring, the instrument location, any adjustments necessary if a proxy position is required and any other procedures or requirements that are necessary including methods to exclude extraneous sources. The data shall be available in real time to the Requiring Authority, Auckland Council and MediaWorks. 40.10 Monitoring to determine compliance or otherwise with Condition 35.67 relating to office amenity shall only be undertaken in response to complaints from MediaWorks. The measurements must be attended by a suitably qualified person. 40.11 The SSCNVMP shall set out corrective action measures that must be adopted in situations where any of the noise and vibration limits in Conditions 35.2, 35.3, 35.6, 35.7, and 35.8 are exceeded and where the noise and/or vibration levels are unacceptable to MediaWorks. The corrective action measures must include the following: (a) Immediate cessation of the work(s) that is giving rise to the exceedance; (b) A procedure to require the implementation of whatever measures are necessary to reduce the noise or vibration levels; (c) A monitoring procedure to determine compliance (once the remediation works are complete); (d) A requirement to ensure that the work(s) responsible for the exceedance are not recommenced during Sensitive Times; (e) A complaints procedure that is capable of effecting the immediate cessation of works including making a point of contact directly available 24 hours, seven days a week. 40.12
40.13
If there is a disagreement between the Requiring Authority and MediaWorks as to the content of the SSCNVMP, they shall each appoint a suitably qualified and independent expert, who shall jointly appoint an independent and suitably qualified third expert who shall certify the matters set out in Condition 40.11 and any other matters in dispute in the SSCNVMP. Following the above process the SSCNVMP shall be submitted for the review of Auckland Council as part of the Outline Plan. For the avoidance of doubt, the Requiring Authority shall not be entitled to make any changes to the SSCNVMP through the Outline Plan process following any agreement reached with MediaWorks and/or through the above certification process without the consent of MediaWorks. The works shall then be undertaken in accordance with the SSCNVMP confirmed by the Requiring Authority as part of the Outline Plan process.
Built Heritage/Archaeology Historic Character Ć¢€“ Built Heritage 1 2 41
4 5 6
41.1 The Historic Character DWP shall be prepared to manage the adverse effects on built heritage and archaeology that may result from associated works prior to, during, and after the construction of the City Rail Link or any part of it. 41.2 The objective of the Built Heritage section is to avoid, remedy or mitigate adverse effects on built heritage as far as reasonably practicable. To achieve the above objective, the following shall, as a minimum, be included in the built heritage section of the Historic Character DWP:
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(a) Preparation of a Building Record and Salvage Strategy that outlines a suitable set of procedures for the removal, storage and for later refitting and reuse of elements of heritage buildings and/or structures identified for demolition including the Griffiths Building, Beresford Toilets, Bluestone Toilets, and the rear annex to the building at 223-227 Symonds Street. (b) The proposed methods for monitoring building damage that is to be undertaken by a suitably qualified person for the duration of construction works. This includes confirming which Built Heritage buildings and structures are to be subject to a pre and post building condition survey through: (i) Using the updated predicted vibration contours undertaken in Condition 36; (ii) Reviewing those buildings in Appendix 2 to these conditions in accordance with Condition 46.1; (iii) Reviewing buildings within the designation footprint (including above sub-strata designation) or located in close proximity to identify buildings which have been recognised as having heritage value as a result of scheduling under the Historic Places Act 1993 or in the Auckland Unitary Plan. (c) Identification and methodology for recording of Built Heritage directly affected by the construction, or associated pre- and post-construction works (i.e. within the surface designation footprint), which cannot be retained and / or adaptively re-used / partially retained. For the avoidance of doubt, the following buildings and structures may be demolished: (i) Bluestone Toilets (SCDP Category B); (ii) Beresford Toilets; (iii) Rear annex to building at 229-231 Symonds Street; and (iv) Griffiths Building. (d) Identification and methodology for recording Built Heritage directly affected by the construction, or associated pre- and post-construction, which are to be: (i) Adaptively reused; (ii) Partially retained in design and construction; or (iii) Built heritage elements have been integrated into other elements of the City Rail. (iv) In particular, the Requiring Authority shall explore the adaptive re-use of the buildings at 51-53 Victoria Street West (known as MarthaĆ¢€™s Corner building) with complete demolition only considered as a last resort. As guidance, an appropriate level of adaptive re-use could include retention of the faÄĀ§ade on all street frontages or the utilisation and incorporation of elements of the building into the design: (e) How Built Heritage Buildings and Structures will be protected during construction through the use of screening or other protective measures to mitigate adverse construction effects; (f) How mitigation or rectification of damage to Built Heritage Buildings and Structures will be addressed; and (g) Cross references to the specific sections in the Communication and Consultation Plan which detail how the Auckland Council Heritage Department, the New Zealand Historic Places Trust, and mana whenua (see condition 15) are consulted, and the communication with the general public on the management of the adverse effects relating to Built Heritage.
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(h) That the detailed design of the reinstated and/or replacement canopies on heritage buildings shall be based on an engineered architectural design which replicates the present installations, and/or recovers original (historical) construction and architectural detail. Historic Character - Archaeology 42.1 A Historic Character DWP shall be prepared to manage the adverse effects on built heritage and archaeology that may result during construction of the City Rail Link or any part of it. 42.2 The objective of the Archaeology section of the Historic Character DWP is to avoid, remedy or mitigate adverse effects on archaeological remains during construction, as far as reasonably practicable. 42.3 To achieve the above objective the following matters shall be included in the Archaeology section of the Historic Character DWP: (a) Constructor roles and responsibilities, stand-down periods and reporting requirements are to be clearly identified; (b) How procedures for archaeological investigations and monitoring of preliminary earthworks are to be implemented in areas where there is potential for archaeological remains to be discovered; (c) Procedures for the discovery of, including accidental discovery of archaeological remains including: (i) The ceasing of all physical construction works in the immediate vicinity of the discovery; 1 42
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(ii) Practices for dealing with the uncovering of cultural or archaeological remains and the parties to be notified (including, but not limited to, appropriate iwi authorities, the Auckland Council Consents Monitoring officer, the New Zealand Historic Places Trust, and the New Zealand Police (if koiwi (human skeletal remains) are discovered); (iii) Procedures to be undertaken before physical works in the area of discovery can start again, including any iwi protocols, recording of sites and material, recovery of any artefacts, and consultation to be undertaken with iwi, Auckland Council Consent Monitoring officer and Heritage Unit, and with the New Zealand Historic Places Trust; and (iv) Procedures for recording any archaeological remains or evidence before it is modified or destroyed, including opportunities for the conservation and preservation of artefacts and ecofacts (biological material) that are discovered. Consideration shall be given to the incorporation of in-situ material or artefacts into the design of stations and / or public places associated with the City Rail Link project. Consideration shall also be given to the provision for āpost-excavationā assessment analysis and publication of material within 24 months of completion of construction. (v) Provision for āpost-excavationā archiving, assessment and analysis of the archaeological records and materials; publication of results of that work within 24 months of completion of construction assessment analysis and publication of material within 24 months of completion of construction. (d) Training procedures for all contractors are to be undertaken in advance of construction, regarding the possible presence of cultural or archaeological sites or material, what these sites or material may look like, and the relevant provisions of
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the Historic Places Act 1993 if any sites or material are discovered; (e) Cross references to the specific sections in the Communication and Consultation Plan which details how the Auckland Council Heritage Department, the New Zealand Historic Places Trust, mana whenua (see condition 8) are consulted, and the communication with the general public on the management of the adverse effects relating to archaeology. Heritage Advisory Group and Composition 43.1 The Requiring Authority must engage, at its expense, a panel of suitably qualified and experienced heritage experts to discharge the functions required by conditions 44 and 45. The Heritage Advisory Group will consist of three independent experts, whose members will not be directors or employees of the Requiring Authority, the New Zealand Historic Places Trust or the consent authority. The Heritage Advisory Group will comprise one nominee from the Requiring Authority, one nominee from the consent authority, and a third nominee appointed jointly by the Requiring Authority's and consent authority's nominees. 43
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43.2 Before establishing the Heritage Advisory Group the Requiring Authority shall seek the opinion of NZHPT on the appointment of the Heritage Advisory Group. 43.3 The Heritage Advisory Group may determine its own processes and procedures for conducting its meetings and performing its functions as it sees fit, including methods for ensuring any disagreements between panel members are resolved, and must meet as necessary to fulfil its functions. All costs associated with the role and function of the Heritage Advisory Group and appropriate administrative support must be paid by the Requiring Authority. If any member of the Heritage Advisory Group is unable to continue in the role for whatever reason, then a replacement member must be appointed using the process set out in this condition. Heritage Advisory Group Function 44.1 The functions of the Heritage Advisory Group are to review the assessment of the alternatives and option selected by the Requiring Authority to manage the adverse effects on the heritage values of the Bluestone wall and the Marthaās Corner building. 44.2 In relation to Bluestone Wall, the Heritage Advisory Group will: (a) Certify that the method selected by the Requiring Authority under Condition 45 will have the least impact on the heritage value of the Bluestone wall compared to other reasonably practicable methods; or
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(b) Prepare a report as to why the method selected by the Requiring Authority under Condition 45 will not have the least impact on the heritage value of the Bluestone wall and set out details as to an alternative recommended reasonably practicable method. 44.3 In relation to Marthaās Corner, the Heritage Advisory Group will: (a) Certify that the heritage outcomes for Marthaās Corner adhere to the intent of Condition 41; or (b) Prepare a report as to why the method selected by the Requiring Authority will not adhere to the intent of Condition 41 and set out details as to the recommended reasonably practicable method. 44.4 The Requiring Authority must provide Auckland Council with the Heritage Advisory Groupās certification or report, and if applicable the reasons the Requiring Authority has not selected the method recommended by the Heritage Advisory Group.
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Bluestone Wall Management Plan 45.1 A Bluestone Wall Management Plan shall be prepared to manage the adverse effects on the heritage values of the Bluestone wall during the construction of the City Rail Link. 45.2 The objective of this Plan is to minimise adverse effects on the heritage values of the Bluestone wall during the construction of the City Rail Link by adopting the best practicable option. 45
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45.3 To achieve the above objective, the following shall be included in the Bluestone Wall Management Plan: (a) Identification of the key heritage values of the wall; (b) Assessment of the alternative construction methods to ensure that construction of the City Rail Link has the least impact on the heritage value of the Bluestone wall, within the practical constraints of constructing the project; and (c) The option selected by the Requiring Authority. 45.4 The Bluestone Management Plan shall be prepared in consultation with the NZHPT and the Heritage Advisory Group (set out in Condition 43).
Building Condition Surveys Process for Building Condition Surveys 46.1 Prior to construction, as a minimum those buildings listed in Appendix One and Appendix Two or identified pursuant to Condition 41.2(b) will be considered for a building condition survey. A building condition survey will be undertaken where it is assessed that there is potential for damage to buildings or structures arising from construction as determined by an independent suitably qualified person appointed by the Requiring Authority based on the criteria below unless the relevant industry criteria applied at the time or heightened building sensitivity or other inherent building vulnerability requires it. Building damage criteria will initially be assessed in accordance with Burland, J.B. (1997) Ć¢€œAssessment of Risk of Damage to Buildings due to Tunnelling and ExcavationĆ¢€?. Additional factors which may be considered in determining whether a building condition survey will be undertaken include:
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(a) Age of the building;
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(b) Construction types;
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(c) Foundation types;
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(d) General building condition;
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(e) Proximity to any excavation; (f) Whether the building is earthquake prone; and (g) Whether any basements are present in the building. 46.2 Where prior to construction it is determined that a Building Condition Survey is required in accordance with Condition 46.1, or if measurements exceed the criteria in Condition 33: (a) The Requiring Authority shall employ a suitably qualified person to undertake the building condition surveys and that person shall be identified in the CEMP; (b) The Requiring Authority shall provide the building condition survey report to the relevant property owner within 15 working days of the survey being undertaken, and additionally it shall notify and provide the Auckland Council Consent Monitoring officer a copy of the completed survey report;
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(c) The Requiring Authority shall contact owners of those buildings and structures where a Building Condition Survey is to be undertaken to confirm the timing and methodology for undertaking a pre-construction condition assessment; (d) The Requiring Authority shall record all contact, correspondence and communication with owners and this shall be available on request for the Auckland Council Consent Monitoring Officer; (e) Should agreement from owners to enter property and undertake a condition assessment not be obtained within 3 months from first contact, then the Requiring Authority shall not be required under these designation conditions to undertake these assessments; (f) The Requiring Authority shall undertake a visual inspection during "active construction" if requested by the building owner where a pre-construction condition assessment has been undertaken. (g) The Requiring Authority shall develop a system of monitoring the condition of existing buildings which is commensurate with the type of the existing building and the proximity of the CRL works. The purpose of monitoring is to assess whether or not active construction is compromising the structural integrity of the building. (h) The Requiring Authority shall, during the Building Condition Survey, determine whether the building is classified as Commercial / Industrial / School or a Historic or sensitive structure in terms of Condition 33. 46.3 During construction: (a) The Requiring Authority shall implement procedures that will appropriately respond to the information received from the monitoring system. Where necessary this may include the temporary cessation of works in close proximity to the relevant building until such time as measures are implemented to avoid further damage or compromise of the structural integrity of the building. (b) Any damage to buildings or structures shall be recorded and repaired by the Requiring Authority and costs associated with the repair will met by the Requiring Authority. 46.4 Following construction: (a) The Requiring Authority shall, within 12 months of the commencement of operation of the City Rail Link, contact owners of those buildings and structures where a Building Condition Survey was undertaken to confirm the need for undertaking a post-construction condition assessment; (b) Where a post-construction building condition survey confirms that the building has deteriorated as the result of construction or operation works relating to the City Rail Link, the Requiring Authority shall, at its own cost, rectify the damage; and 46.5 Where the Requiring Authority is required to undertake building repairs in accordance with Conditions 46.3(b) or 46.4(b), such repairs shall be undertaken as soon as reasonably practicable and in consultation with the owner of the building. Urban Design 1 47
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Urban Design Principles 47.1 The objective of the Urban Design DWP is to enable the integration of the CRLĆ¢€™s permanent works into the surrounding landscape and urban design context. 47.2 An Urban Design DWP shall be developed to ensure that the areas within the designation footprint used during the construction of the City Rail Link are to be restored and the
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permanent works associated with the CRL are developed in accordance with urban design principles. The following Principles from the Urban Design Framework submitted as part of the Notice of Requirement documents will be used to inform the Urban Design and Landscape Plan: (a) Mana Whenua Principles ā see Condition 49; (b) Movement and Connections ā (i) Existing Networks - Structures of the CRL should not interrupt or adversely change the function of existing public open space, street networks and infrastructure. (ii) Entrance Location - Station entrances should be clearly identifiable and conveniently located in relation to existing and anticipated main pedestrian routes and destinations. (iii) Intuitive Orientation - The location and nature of structures resulting from the CRL (station entrances in particular) should facilitate intuitive orientation and support a legible street network. (iv) Way Finding - Coherent signage should be utilised to aid intuitive orientation and way finding. (v) Mode Integration - Spatial integration with bus stops as well as kiss and ride should be facilitated where possible without imposing on the quality of public realm. (vi) Bicycle Parking ā Appropriate numbers of safe bicycle storage or parking should be provided in each station environment. (vii) Street Crossings - Safe pedestrian street crossings shall be provided in the immediate vicinity of station entrances to the extent practicable. The provision of level street crossings is preferable over any grade separated solutions. (viii) Footpaths ā Footpaths surrounding stations need to be adequate to provide for pedestrians entering and exiting the stations. (ix) Grade separated rail crossings ā Structures associated with grade separated rail crossings need to be carefully and sensitively designed and in accordance with crime prevention through environmental design principles to ensure appropriate amenity and safety are retained or achieved. Measures to achieve this may include: a.
Utilising permeable balustrades on overbridges;
b.
Maximising the width of the footpath at grade in street reserves;
c.
Orientating any steps parallel to overbridges;
d.
Providing appropriate levels of lighting (in accordance with the Auckland Transport Street Lighting Policy (Appendix 1) for āPathways in high risk, high brightness areasā); and
e.
Treatment of the sides of ramps and footpaths to enhance visual amenity.
(x) Grade separated rail crossings ā Permeable balustrades on overbridges should be required not only for crime prevention purposes but to enable views into the neighbouring sites. For clarity all balustrades comprised within Normanby Road grade separation works (as defined in condition 30.1(l) shall be permeable including without limitation the ramp to be constructed into the site at 32 Normanby Road. (xi) The Porters Avenue Bridge (lift and bridge structure above finished ground level)
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shall be located no closer than 3.5m from the property boundary of 5 Porters Avenue (ALLOT 236 SEC 10 Suburbs AUCKLAND). Foundation support (i.e. below finished ground level) for the bridge may extend closer but shall not cross the property boundary. (xii) The design of the Porters Avenue and Fenton Street pedestrian/cycle bridges shall: a.
Minimise loss of privacy on adjacent residential sites, including by locating the pedestrian/cycle bridge in the western half of the Avenue;
b.
Ensure the lifts are through lifts to carry bicycles; and
c.
Incorporate bicycle push ramps into the side of the pedestrian stairways.
(xiii) The extensions to Ruru Street and Nikau Street shall generally be undertaken in accordance with the indicative road layout shown on drawing CRL-SYW-RME000-DRG-0110 Revision 1 dated 26/7/16. (c) Public Realm and Landscape ā (i) Existing Streetscape ā Structures of the CRL should be designed to respect and contribute positively to the form and function of existing public open space. (ii) Universal Access ā Station environments should promote universal access (e.g. footpath ramps and smooth ground surfaces). (iii) Safe Environments ā Structures resulting from the CRL should promote safe environments. The station entrances should release patrons into safe public spaces that are well lit at night, overlooked by other users (e.g. residents or workers) and have sufficiently wide and unobstructed footpaths. (iv) Reinstated Surfaces - The design and construction of reinstated streetscapes should be coherent with the wider area and/or recent public realm upgrades in the area. (v) Station Plazas - The design and construction of station plazas should be coherent with the wider area and/or recent public realm upgrades in the area. (vi) Public Art - Integration of art and design should foster local identity and character and reflect and/or interpret local characteristics including natural heritage and Mana Whenua cultural narratives, history, art and particular traits of the local community. (vii) Landscape Planting ā Plant species used in station environments and/or as part of landscape plantings should consider the opportunity to acknowledge the areaās pre-human ecology as and where appropriate. This may include species which connect strongly with Mana Whenua cultural narratives. (viii) Entrances within the Road Reserve - Designs for station entrances within the road reserve should be designed to consider the impacts upon other modes of traffic, including the expected pedestrian patronage. (ix) Utility Structures - Above ground utility structures (e.g. vents, access services) should be designed to minimise any negative effect on public realm. Where possible these structures should be integrated with other buildings. (x) Where landscape planting is affected by construction works on private properties, replanting and/or mitigation of any such landscaping shall be undertaken in consultation with those landowners, and in recognition of wider mitigation works required for those properties (e.g. vehicle parking and access
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requirements). 47.3 The Urban Design DWP shall show how these principles have been used to guide and influence the design of permanent works associated with the CRL, and how the design has responded or otherwise to these principles and initiatives. 47.4 The work to restore those areas within the designation footprint used during construction of the City Rail Link will occur as part of construction or within six months of the City Rail Link being operational. Auckland Council Urban Design Panel 47.5 The Requiring Authority shall request the Auckland Council to refer the Urban Design DWP to the Auckland Urban Design Panel (or other equivalent entity (if any) at that time) and invite the Auckland Urban Design Panel to comment on: (a) The degree to which the Urban Design DWP has appropriately responded to the principles listed in 47.2 and 49.1; (b) The degree to which station plans have appropriately responded to the principles listed in Condition 54.1. 47.6 As part of the Urban Design DWP submitted, the Requiring Authority shall: (a) Provide a record of feedback received from the Auckland Urban Design Panel (or equivalent entity at that time); (b) Provide detail of how the Urban Design DWP has responded to any feedback received from the Auckland Urban Design Panel (or equivalent entity at that time) and, where they have not, the reasons why; (c) Provide detail regarding the degree to which the community stakeholder, affected party and affected in proximity party feedback has been considered and where applicable incorporated into design. Where feedback has not been incorporated, the Requiring Authority shall provide comment as to reasons why the feedback has not been incorporated; (d) The information set out in (a), (b) and (c) above must be included in the Urban Design DWP submitted to both the independent peer reviewer and Auckland Council as part of the Outline Plan. Mitigation Planting Requirements
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48.1 The Urban Design DWP shall include any replacement planting proposed to mitigate the adverse effects of tree and vegetation removal from within the designation footprint. It is acknowledged that the mitigation of effects of tree and vegetation removal will be considered in response to the urban design principles of Condition 47. 48.2 Any landscaping included under the Urban Design DWP shall be implemented in accordance with this plan within the first planting season following the City Rail Link being operational. If the weather in that planting season is unsuitable for planting, as determined by the Auckland Council Consent Monitoring officer (in consultation with the Auckland Council Parks Department), the landscaping shall instead be implemented at the first practicable opportunity thereafter. The next practicable opportunity shall be agreed by the Auckland Council Consent Monitoring officer. 48.3 The landscaping will be maintained by the Requiring Authority for a period of 5 years for specimen trees and 3 years for all other landscape planting.
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Engagement with Mana Whenua and the Mana Whenua Principles
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49.1 The Urban Design DWP shall include:
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(a) How mana whenua (see Condition 8) have been engaged with during its development in relation to the implementation and interpretation of the Principles set out under Condition 47, and particularly in relation to the mana whenua principles set out below: (i) Mana / Rangatiratanga ā As the original local authorities of Tamaki Makaurau, Iwi require high level Treaty based relationships with all key stakeholders including the Requiring Authority and Auckland Council which recognise their Tangata Whenua status in order to fulfil their roles as kaitiaki. Such partnership relationships can then inform engagement with AT / Council at all levels including direct involvement with design consortia. Relationships are required at governance and senior management levels. Such relationships are a precursor to actualising the other 6 principles. (ii) Whakapapa ā Names and genealogical connectionsā reviving names revives mana through Iwi connections to specific ancestors and events / narratives associated with them. An Iwi inventory of names associated with a given site can be developed so that the most appropriate names are identified to develop design, interpretation and artistic responses. (iii) Tohu ā Acknowledging the wider significant Iwi cultural land marks associated with the CRL route and their ability to inform the design of the station precincts, entrances and exits. In particular exploring opportunities to maximise view shafts to such tohu / landmarks as a way of both enhancing cultural landscape connections and as way finding / location devices. (iv) Taiao ā Exploring opportunities to bring natural landscape elements back into urban /modified areas e.g. specific native trees, water / puna wai (springs) ā promoting bird, insect and aquatic life to create meaningful urban eco systems which connect with former habitats, mahinga kai (food gathering areas) and living sites. (v) Mauri tu ā Ensuring emphasis on maintaining or enhancing environmental health / life essence of the wider site ā in particular focusing on the quality of wai / water (puna / springs), whenua / soil and air. In particular any puna or underground waterways encountered should be carefully treated with Mana Whenua assistance to ensure their mauri is respected and enhanced where possible. It is also important to minimise the disturbance to Papatuanuku through carefully planned ground works. (vi) Mahi toi ā Harnessing the Creative dimension through drawing on names and local tohu to develop strategies to creatively re-inscribe iwi narratives into architecture, interior design, landscape, urban design and public art. (vii) Ahi kaa ā need to explore opportunities to facilitate living presences for iwi / hapu to resume ahi-kaa and kaitiaki roles in and around the CRL route and new station precincts; and (b) A summary of the engagement with mana whenua (see Condition 15) and identification of where design has incorporated the mana whenua principles and other mana whenua aspirations. The summary must include a clear explanation of where any comments have not been incorporated and the reasons why not. The summary must be included in the Urban Design DWP submitted to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan.
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Specific Area Requirements: Britomart to Aotea Station 50.1 For this designation the Urban Design DWP shall include how the following are to be
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restored following completion of the City Rail Link construction works: (a) Queen Elizabeth Square and lower Queen Street between Quay Street and Customs Street; (b) Albert Street between Quay Street and Victoria Street; and (c) Albert Street between Victoria Street and Mayoral Drive including those part of Victoria and Wellesley Streets, the Council owned land on the southeast corner of Albert and Wellesley Streets which is to be used as a construction area, affected by surface construction works; and (d) Kingston Street. 50.2 The restoration plan for this designation shall demonstrate how street upgrades and public realm improvements have been considered when Albert Street and Mayoral Drive are reinstated. This should include as a minimum how the design and construction utilises material palettes, planting schedules and street furniture that are coherent with the surrounding streetscape character. Specific Area Requirements: Karangahape Station area 51.1 For this designation the Urban Design DWP shall include restoration plans (showing how the following are to be restored following completion of the City Rail Link construction works): (a) Beresford Square and Street including where surface works have occurred within Pitt Street; and (b) Mercury Lane. 51.2 The restoration plan for this designation shall demonstrate how street upgrades and public realm improvements have been considered when Beresford Street, Pitt Street and Mercury Lane are reinstated. This should include as a minimum: (a) How the design and construction utilises material palettes, planting schedules and street furniture that are coherent with the surrounding streetscape character. (b) Methods for street upgrades and public realm improvements. 51
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(c) With reference to condition 47.2(c)(ii), in Mercury Lane how either a maximum gradient of 1 in 12 for the footpath and approaches to the Station will be achieved, or the compensatory measures to be introduced to address a steeper grade. The number and location of any pause points to improve accessibility should be identified, taking into account other users of the footpath. 51.3 Final public realm design for Mercury Lane shall include the following features: (a) The widening of footpaths of both sides of Mercury Lane between Karangahape Road and the station entrance including the provision of level pause points at intervals within the paved areas with seats and soft landscaping; (b) The forming of a new public laneway between Mercury Lane and East Street, beside the southern edge of the station entrance building; (c) The forming of a raised street surface pedestrian crossing between Cross Street and the station entrance; (d) New street lighting to Mercury Lane; and (e) Resurfacing of all roadway surfaces affected by the works.
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Specific Area Requirements: Newton Station area 52.1 For this designation the Urban Design DWP shall include restoration plans (showing how the following are to be restored following completion of the City Rail Link construction
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works) for those areas used for surface construction works within the designation footprint, including the construction yard located on the northeast corner of Mt Eden Road and Symonds Street. Specific Area Requirements: North Auckland Line area 53.1 For this designation the Urban Design DWP shall include the following: (a) Restoration Plans showing how the worksite area will be maintained during the construction period. (b) Restoration Plans showing how the following are to be restored after construction completion: 53
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(i) The replacement of Mt Eden Road Bridge; (ii) The area used for the grade separation of Porters Avenue; (iii) The area used for the grade separation of Normanby Road; and (iv) The replacement of the pedestrian connection, to be provided over the railway, between Ngahura Street and Fenton Street, including a connection to the Mount Eden Station. (c) How the bulk, scale and massing of structures resulting from the City Rail Link at Mt Eden Station are integrated with the components of the Mt Eden Station located in the adjacent North Auckland Line designation. Station Plan Requirements 54.1 The Urban Design DWP shall include a Station Plan/s (report and design plan/s as required) and include the following: (a) The design details showing both the above ground and below ground elements of the station/s; (b) How the above ground and below ground design of the stations has taken into account the following principles: (i) Overarching - stations should achieve a successful and memorable transport experience. (ii) Function - stations will provide safe, functional and clear transport solutions.
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(iii) Performance - stations will provide a credible, sustainable design outcome that responds to climate, site and social economics. (iv) Personality - stations will provide an expression that contributes to their context and local identity and will respond to an appropriate network wide identity. (v) Existing and New Building Structures. (vi) Built Heritage: ā¢
ā¢
Where built heritage is required for City Rail Link station requirements, adaptive reuse strategies should be considered to preserve the buildingās role in establishing the streetscape and urban character. The development of new buildings and structures should minimise impact on, and disturbance of, Built heritage listed by the New Zealand Historic Places Trust or the Auckland Council District Plan that play a significant role in establishing the streetscape and urban character of the local area.
(vii) Bulk, Scale and Massing: ā¢
Bulk, scale and massing of structures resulting from the City Rail Link (station buildings in particular) should be sympathetic with the surrounding built urban form.
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ā¢ ā¢
ā¢
Aotea Station building frontages should correspond with the road reserve boundary unless a specific station plaza area is intended. Karangahape Road station building(s) should be sensitively designed so as to contribute positively and to complement the good public realm and urban form qualities that currently exist in this area of Karangahape Road, Pitt Street and the upper end of Beresford Street. The redevelopment of land acquired for the Newton Mt Eden Station provides the opportunity for a continuous active building frontage to correspond with the road reserve boundary, providing: ļ§ This does not conflict with the operation requirements of the station; or ļ§ Unless a specific station plaza area is intended.
(viii) Active Frontage ā Structures resulting from the City Rail Link should present an active frontage towards public spaces like streets, squares, pedestrian walkways or station plaza areas provided that this doesnāt conflict with the operation requirements of the station. Where no active frontage is proposed, an explanation of the reasons shall be outlined in the Urban Design DWP. (ix) Weather Protection ā Where practicable, station entrances should provide some weather protection along their frontage (e.g. verandahs, awnings, canopies etc.) and these should be considered as part of the design. (x) Adaptability ā The design of structures resulting from the City Rail Link should be able to adapt to change over time (e.g. change of uses, innovations in technology etc.) where reasonably practicable and anticipate opportunities (e.g. additional entrances) that may become possible in the future. The station design should not inhibit wider development opportunities (e.g. above or around station entrances). (xi) Identity ā The design of the station entrances should provide an expression that reflects their respective context and local cultural identity. They could reflect, respond and/or interpret local characteristics like natural or Mana Whenua heritage, history, art, particular traits of the local community and unique architectural and urban forms of the area. (xii) Construction Quality ā The design and construction of structures resulting from the City Rail Link (station buildings in particular) should be of a quality that lasts over time. Materials should be selected that are highly durable, elegant and vandal resistant where they come into contact with patrons. (xiii) Mana Whenua Principles ā see Condition 49. (c) How these principles have been used to guide and influence the design, and how the design has responded, or otherwise, to these principles and initiatives; and (d) A summary of the engagement with mana whenua (see Condition 15) and identification of where design has incorporated the mana whenua principles and other mana whenua aspirations into station design. The summary must include a clear explanation of where any comments have not been incorporated and the reasons why not. The summary must be included in the Urban Design DWP submitted to both the Independent Peer Review Panel and Auckland Council as part of the Outline Plan. Trees and Vegetation
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Trees and Vegetation DWP 55.1 A Trees and Vegetation DWP shall be prepared to manage the adverse effects from the removal of trees and vegetation during the construction of the City Rail Link or any part of it. 55.2 The objective of the Trees and Vegetation DWP is to avoid the removal of scheduled trees as far as practicable. Where trees are identified for removal in surface works the Requiring Authority will remedy or mitigate the adverse effects of construction on trees and vegetation. 55.3 To achieve the above objective the following shall be included in the Trees and Vegetation DWP and implemented as required:
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(a) Confirmation of the trees to be removed due to surface construction works and whether it is appropriate and feasible to relocate or store these trees for replanting. The removal of schedule trees which form a significant group should only be undertaken as a last resort; (b) A list of trees, which due to being located in proximity to construction works, have root systems and / or foliage within and / or overhanging the surface designation footprint, and the methods to be used, where practicable, to protect these trees from construction works; (c) Cross references to the Urban Design DWP and the proposed mitigation of any tree / vegetation removal through replanting trees at a 1:1 ratio, re-instatement of the area, and other methods. In preparing the Trees and Vegetation DWP, the Requiring Authority shall seek input from the Auckland Council Parks Department with regard to tree species / vegetation selection, tree pit construction where deemed necessary, and the positioning of replacement trees and from directly affected land owners with regards to preferences for any replacement planting for vegetation / trees removed from private property or for any replacement planting on private property; (d) Other methods to be used to monitor and report on the management of the adverse effects from tree / vegetation removal; and (e) Cross references to the specific sections in the Communication and Consultation Plan which detail how the Auckland Council Parks Department, mana whenua (see condition 8) are consulted, and communication with the general public on the management of the adverse effects relating to the removal of trees and vegetation.
Public Art Public Art DWP 56.1 A Public Art DWP shall be prepared to manage the adverse effects on public art located within or in close proximity to the designation footprint. 56.2 The objective of the Public Art DWP is to enable: 56
1
(a) The appropriate removal and / or relocation of one piece of public art directly affected by the construction of the City Rail Link; (b) The protection of two pieces of public art that are located on public land in close proximity to the City Rail Link construction works. 56.3 To achieve the above objective the following shall be included in the Public Art DWP and implemented as required: (a) The process that will be undertaken to remove the public art work known as "Enduring Fires" (at the time of the Notice of Requirement process located within Queen Elizabeth Square), including the consultation undertaken with the Auckland
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Condition Number
NoR Designati on Applies to
Condition
Council and Ngati Whatua ki Tamaki or Ngati Whatua o Orakei as to its removal, storage, re-establishment or relocation and / or replacement (as part of the restoration works associated with the City Rail Link construction); (b) The process that will be undertaken to protect or remove the public art work known as "Maori Warrior" (at the time of the Notice of Requirement process located on the pavement of Quay Street adjacent to 1 Queen Street), including the consultation undertaken with the Auckland Council as to its protection during construction or whether it should be removed, stored, relocated and / or replaced (as part of the restoration works associated with the City Rail Link construction); (c) The process to protect the public art known as "Matahorua Anchor and Tainui Anchor" (at the time of the Notice of Requirement process located at the northern end of the Bledisloe Building on Wellesley Street) from construction works to the west, including the consultation undertaken with the Auckland Council as to its protection. 56.4 If one does not already exist, an asset management plan shall be prepared by the Requiring Authority in collaboration with Auckland Council for any of the above listed public art works as part of any protection or removal process. 56.5 Should the above public art works be removed from these sites prior and separate to the City Rail Link project, this condition will not need to be complied with. Contaminated Land Contamination DWP 57.1 A Contamination DWP shall be prepared to manage the adverse effects relating to contaminated land during the construction of the City Rail Link or any part of it. 57.2 The objective of the Contamination DWP is to avoid, remedy or mitigate the adverse effects of construction on human health which may result from the disturbance of contaminated materials during construction. 57.3 To achieve the above objective the following shall be included in the Contamination DWP and implemented as required: (a) A health and safety plan that addresses: (i) Worker safety in relation to hazardous substances; and 1 57
4 5 6
(ii) Worker training with regard to handling hazardous substances, identifying potentially contaminated soil / material, and notification procedures for discovery of contamination; (b) Procedures for how erosion and sediment control, storm water, dust, and odour control measures will manage the removal of contaminated soil / material; (c) Procedures for contaminated soil classification, management and disposal of contaminated soil / material; (d) Where any trenches/excavations during civil works are to be sealed as a result of contamination and how this is to be recorded; (e) How and which work areas are to be restricted to authorised personnel only and procedures to limit the presence of ignition sources in these areas (e.g. no smoking within or adjacent to construction area, no welding or open flames near areas with high concentrations of hydrocarbon contamination); (f) Procedures for the monitoring and management of the removal of contaminated soil / material by a suitably qualified environmental specialist; (g) How the placement of re-used contaminated soil / material will be recorded and
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Condition Number
NoR Designati on Applies to
Condition
tracked; (h) Where areas for stockpiling and storing contaminated soil / material will be established on the construction site and the procedures for managing the containment of the contaminated soil / material in these areas; (i) Cross references to the specific sections in the Communication and Consultation Plan which detail how the general public are to be communicated with on the management of the adverse effects relating to the removal of contaminated soil / material. Contamination Validation Report at Completion of Construction 1 58
4 5 6
58.1 At the completion of construction works a validation report will be prepared in accordance with any Ministry for the Environment guidelines and submitted to the Auckland Council Consent Monitoring officer documenting the management of soil and evidence of appropriate disposal. The validation report shall include a record of all analytical results, volumes, tip dockets, and any incidents or complaints and how these were addressed. The validation report shall also identify any areas which need on-going monitoring and management by the Requiring Authority.
Air Quality Air Quality DWP 59.1 An Air Quality DWP shall be prepared to avoid, remedy or mitigate the adverse effects on air quality during the construction of the City Rail Link or any part of it. 59.2 The objective of the Air Quality DWP is to detail the best practicable option to avoid dust and odour nuisance being caused by construction works and to remedy any such effects should they occur. 59.3 To achieve the above objective the following shall be included in the Air Quality DWP and implemented as required: (a) The procedures to be implemented for the continuous monitoring of Total Suspended Particulate (TSP) concentrations and meteorology including, but not limited to, the establishment of two monitoring sites (to the north and south of the site); 1 59
4 5 6
(b) Identification of the sensitive locations, and the specific methods for monitoring, including trigger limits to determine whether further action (such as implementation of the mitigation measures discussed below or other mitigation measures) is required; (c) Procedures for responding to malfunctions with construction machinery or works causing accidental dust discharges including, but not limited to, the requirement to remedy any malfunction within 24 hours; (d) Procedures for monitoring weather conditions and the requirement that water spray is used on soil stockpiles, any non-paved construction areas, and the wheels of trucks where dust may disperse beyond the site; (e) Procedures for establishing when the covering of trucks will be required; (f) Procedures for determining when hard surfaced areas in construction yards and active construction areas should be cleaned including, but not limited to, the requirement that such areas be cleaned whenever dust generation occurs due to traffic on these surfaces; (g) Procedures for responding to discharges of odour (including in the event of excavation of contaminated sites) including, but not limited to, the requirement to
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Condition Number
NoR Designati on Applies to
Condition
address discharge of objectionable odour by immediately ceasing the activity causing the discharge; (h) Procedures for equipment inspection (including timeframes for regular inspections), maintenance, monitoring and recording, including baghouses, pressure relief valves and high level alarms to mitigate dust emissions; (i) Procedures for, where practicable, limiting dust and odour nuisance and the methods for monitoring these procedures including Identification of contingency measures to address identified and verified adverse effects on sensitive receptors. Contingency measures may include options such as: (i) Cleaning of air filtration intakes; or (ii) Cleaning of other buildings and infrastructure; and (j) Procedures for responding to any complaints received and the timeframes for response to complaints and reporting; (k) Cross references to the specific sections in the Communication and Consultation Plan which detail how the communities in the vicinity of construction works are to be communicated with on the management of the adverse effects relating to air quality. Social Impact and Business Disruptions Property Management Strategy 60.1 The Requiring Authority will prepare a Property Management Strategy and shall submit the Strategy to Auckland Council within 3 months of the Designation being confirmed for confirmation that the Strategy has been prepared in accordance with this condition.
1 60
4 5 6
60.2 The purpose of the Strategy is to set out how the Requiring Authority will ensure the properties acquired for the City Rail Link are appropriately managed so they do not deteriorate and adversely affect adjoining properties and the surrounding area. The Strategy shall identify measures and methods to ensure the properties are managed in a manner that: (a) Does not significantly change the character, intensity and scale of the effects of the existing use of the land; (b) Maintains the condition of the property at that which existed at the time of purchase by the Requiring Authority; (c) Contributes to the functioning of the area within which the property is located; (d) Maintains occupancy as far as reasonably practicable; and (e) Provides confidence to occupants, adjoining property owners, and the community that the properties are managed responsibly pending construction. Social Impact and Business Disruption DWP
1 61
4 5 6
61.1 The Requiring Authority shall prepare a Social Impact and Business Disruption DWP. The objective of the Social Impact and Business Disruption DWP is to avoid, remedy or mitigate the adverse effects arising from disruption to businesses, residents and community services/facilities so far as reasonably practicable. 61.2 To achieve this objective the Requiring Authority shall engage a suitably qualified specialist(s) to prepare a Social Impact and Business Disruption DWP to address the following specific issues: (a) How disruption to access (including pedestrian, cycle, passenger transport and service/private vehicles) for residents, community services and businesses as a result of construction activities will, so far as is reasonably practicable, be avoided,
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Condition Number
NoR Designati on Applies to
Condition
remedied or mitigated; (b) How the disruption effects that result or are likely to result in the loss of customers to businesses as a result of construction activities will, so far as is reasonably practicable, be avoided, remedied or mitigated; (c) How the loss and/or relocation of community facilities and the loss or change to catchments associated with these facilities as a result of the property acquisition process particularly to the Chinese Community Centre and Life Centre Church and the temporary loss of car parking at Hopetoun Alpha will be mitigated; and (d) How loss of amenity for residents, community services and businesses as a result of construction activities will be or has been mitigated through the CEMP and other DWPs. 61.3 The Social Impact and Business Disruption DWP shall be prepared in consultation with the community, community facility operators, business owners, affected parties and affected in proximity parties to: (a) Understand client and visitor behaviour and requirements and operational requirements of community facilities and businesses; (b) Identify the scale of disruption and adverse effects likely to result to businesses, residents and community services/facilities as a result of construction of the City Rail Link; (c) Assess access and servicing requirements and in particular any special needs of residents, community facilities and businesses; and (d) To develop methods to address matters outlined in (b) and (c) above, including: (i) The measures to maximise opportunities for pedestrian and service access to businesses, residents and social services/facilities that will be maintained during construction, within the practical requirements of the Transport, Access and Parking conditions (Conditions 25 to 30) and the Transport, Access and Parking DWP; (ii) The measures to mitigate potential severance and loss of business visibility issues by way-finding and supporting signage for pedestrian detours required during construction; (iii) The measures to promote a safe environment, taking a crime prevention through environmental design approach; (iv) Other measures to assist businesses and social services/facilities to maintain client/customer accessibility, including but not limited to client/customer information on temporary parking or parking options for access; (v) Other measures to assist residents, businesses and social services/facilities to provide for service delivery requirements; (vi) The process (if any) for re-establishment and promotion of normal business operation following construction; (vii) If appropriate and reasonable, requirements for temporary relocation during construction and/or assistance for relocation (including information to communities using these services and facilities to advise of relocations); and (viii) The measures to remedy and mitigate the disruption impacts to the community as a result of any closure and/or relocation of community services and facilities required by the Project. 61.4 The Social Impact and Business Disruption DWP shall include: (a) A summary of the findings and recommendations of the Social Impact Assessment
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Condition Number
NoR Designati on Applies to
Condition
report (2013); (b) A record of the consultation undertaken with the community including specific access and operational requirements of individual businesses and residents including, if relevant, consultation on the necessity for, and the feasibility of, options and requirements for temporary relocation during construction and/or assistance for relocation); (c) An implementation plan of the methods to mitigate the disruption effects (as developed in 61.3 above); (d) Reference to any site/business specific mitigation plans that exist (though these may not be included in the DWP); (e) Cross reference to detail on how the CEMP and DWPs have responded to the issues of resident, business and social service/facility accessibility and amenity; (f) Details of on-going consultation with the local community through the Community Liaison Groups to provide updates and information relating to the timing for project works and acquisition; (g) Details of best endeavours steps undertaken with regard to acquisition and/or relocation of the Chinese Community Centre and Life Centre Church under the Public Works Act 1981; and (h) The process for resolution of any disputes or complaints in relation to the management / mitigation of social impacts (including business disruption impacts). 61.5 In relation to the site at 32 Normanby Road, the Requiring Authority shall consult with sub-lessees in the presence of the landowner and head lessee when developing site/business specific mitigation plans, unless the sub-lessee(s) request otherwise. 61.6 The Social Impact and Business Disruption DWP shall be implemented and complied with for the duration of the construction of the City Rail Link and for up to 12 months following the completion of the Project if required. 61.7 Suitably qualified independent specialists for the social impact and business disruption mitigation (whose appointment shall be agreed by the Council) shall peer review the Social Impact and Business Disruption DWP pursuant to Condition 11. 61.8 The Requiring Authority shall prepare an annual report on the identification, monitoring, evaluation and management of the effects outlined in the Social Impact and Business Disruption DWP together with a summary of matters raised by the community, and how these have been responded to. The report shall be presented to the Community Liaison Groups. Specific Design Requirements 62
2
62.1 The operational tunnel will avoid running under the building footprint of the property at 152 Vincent Street.
OPERATIONAL CONDITIONS Operational Rail Vibration 63.1 The Requiring Authority shall confirm that operational rail vibration and reradiated noise levels comply with the following Project Criteria at any noise or vibration sensitive receiver existing at the time of lodgement of the CRL NoR:
63
Building Type 1
Vibration Criteria
Reradiated Noise Criteria (dB LASmax re: 20 ĆľPa)
PPV (mm/s)
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Condition Number
NoR Designati on Applies to
Condition
Commercial uses with primarily daytime use1
0.2
40
Residences and buildings where people normally sleep
0.15
35
Auditoria/Theatres1
0.1
30
TV/Recording Studios
0.06
25
Note: 1. 2.
Such as offices, businesses, churches, schools, universities and libraries. This includes Albert Street District Court.
63.2 For any noise or vibration sensitive building types that are not provided for in the table above, the upper limit for vibration and reradiated noise shall not exceed 0.3 mm/s PPV and 50 dB LASmax respectively. 63.3 For the avoidance of doubt this does not apply to the North Auckland Line and Britomart Designations. 63.4 When assessing operational rail vibration and reradiated noise, compliance with Conditions 63.1 and 63.2 shall be achieved for at least 95% of any 20 consecutive train pass-by āeventsā. Operational Rail Vibration 63A.1 The Requiring Authority shall confirm that operational rail vibration and reradiated noise levels comply with the following Project Criteria at any noise or vibration sensitive receiver existing at the time of lodgement of the CRL NoR: Building Type
Vibration Criteria
Reradiated Noise Criteria (dB LASmax re: 20 ĀµPa)
Velocityįµ (mm/s)
2 4 63A
5 6
Commercial uses with primarily daytime use1
0.14
40
Residences and buildings where people normally sleep
0.1
35
Auditoria/Theatres1
0.1
30
0.045
25
TV/Recording Studios Note:
1. Such as offices, businesses, churches, schools, universities and libraries. 2. This includes Albert Street District Court. 3. Maximum one-second root-mean-square (RMS) value with an upper frequency limit of 80 Hz. 63A.2 For any noise or vibration sensitive building types that are not provided for in the table above, the upper limit for vibration and reradiated noise shall not exceed a RMS level (1s, maximum) of 0.21 mm/s and 50 dB LASmax respectively. 63A.3 For the avoidance of doubt the Project Criteria in Conditions 63A.1 and 63A.2 do not apply to the North Auckland Line and Britomart Designations. 63A.4 When assessing operational rail vibration and reradiated noise, compliance with
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Condition Number
NoR Designati on Applies to
Condition
Conditions 63A.1 and 63A.2 shall be achieved for at least 95% of any 20 consecutive train pass-by āeventsā. The events shall be representative of the rolling stock fleet operating on the line and shall include maintenance activities, unless such maintenance activities are undertaken after 11.30pm or before 6.00am. 63A.5 Subject to Condition 66.4 in the case of MediaWorks, when assessing operational rail vibration measurement shall be made in accordance with Section 5.2.3 of BS6472-1:2008 Guide to evaluation of human exposure to vibration in buildings. Operational Noise ā Mechanical Ventilation Plant 64.1 Operational noise from mechanical ventilation plant servicing the underground rail sections of the City Rail Link shall be measured and assessed in accordance with the following Project Criteria:
1
Location
Period
Auckland Central Area
7.00am to 11:00pm
65
11:00pm to 7:00am
60
7.00am to 10:00pm
60
10:00pm to 7:00am
55
2 64
dB LAeq
dB LAFmax 75
4 5 6
Auckland Isthmus Area
75
64.2 Measurements shall be undertaken in accordance with New Zealand Standard NZS 6801:2008 āAcoustics ā Measurement of environmental soundā and assessed in accordance with New Zealand Standard NZS 6802:2008 āAcoustics - Environmental Noiseā. 64.3 For the avoidance of doubt this does not apply to the North Auckland Line and Britomart Designations. Operational Noise and Vibration Management Plan (ONVMP)
1 2 65
4 5 6
65.1 To manage the adverse effects from the maintenance and operation of the City Rail Link, the Requiring Authority shall, prior to the operation of the CRL, prepare an Operational Noise and Vibration Management Plan, (ONVMP) to the satisfaction of Auckland Councilās Compliance Monitoring Manager. The objective of the ONVMP shall be to ensure that the tracks, rolling stock and associated infrastructure (including ventilation and other mechanical plant) are maintained and operated in accordance with maintenance standards as outlined in the Requiring Authorityās maintenance programme for the City Rail Link, so that operational noise and vibration levels received at noise sensitive receiver locations, and vibration levels comply with Conditions 63 and 64. . 65.2 The ONVMP shall set out procedures for: (a) The maintenance of rolling stock to minimise noise and vibration emissions including, but not limited to, the management of wheel roughness and flats, braking systems, cooling systems, suspension systems and any other significant source associated with the operation of locomotives; (b) The maintenance of tracks to minimise noise and vibration emissions, including, but not limited to, the management of curve squeal, rail roughness, joint constructions and any other significant source associated with the use of the tracks;
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Condition Number
NoR Designati on Applies to
Condition
(c) The implementation of mitigation measures associated with the operation and maintenance of the City Rail Link, for the operational life of the City Rail Link; (d) The management of noise from the operation of the line, including, but not limited to, the use of audible warning devices and acceleration / deceleration controls (where relevant); and (e) The management of noise and maintenance of noise-generating equipment from stations and associated ventilation and mechanical plant infrastructure including, but not limited to, PA systems, fans and ventilation noise and audible warning devices. 65.3 The ONVMP shall be adhered to at all times. It may be updated or amended at any time with the approval of Auckland Councilās Compliance Monitoring Manager. 65.4 For the avoidance of doubt this does not apply to the North Auckland Line and Britomart Designations. Operational Noise and Vibration Management ā MediaWorks 66.1 At least six months prior to the opening of the CRL, the Requiring Authority shall provide a report from a suitably qualified noise and vibration expert to Auckland Councilās Compliance Monitoring Manager and to MediaWorks. The report shall confirm the trackform mitigation applied to the project has been designed to ensure that operational noise and vibration will not exceed the levels as set out in Conditions 63A.1, 63A.2 and 66.5. 66.2 The Requiring Authority shall implement continuous vibration monitoring on the tunnel structure on the East Link Down Main line within 20m of the closest point of the CRL tunnel to Studio 1 to determine compliance with Conditions 63A.1 and 63A.2 during the operation of the CRL (but only for so long as MediaWorks remains located at the MediaWorks site). The monitoring regime shall: (a) Be based on measurements with an upper frequency limit of 500 Hz; Note: The upper monitored frequency band of 500Hz reflects the supplierās permissible criteria specified for equipment operated by MediaWorks. (b) Ensure that measurement equipment and signal chain complies with the manufacturers guidelines for accuracy and calibration; 66
6
(c) Capture every train pass-by on the line which may be triggered by vibration level radio frequency tag, interrupted beam or any other practicable triggering method; (d) Ensure the retention of the RMS data for every train pass-by on the line; (e) Ensure the transmission of RMS data for every train pass-by to the Requiring Authority at an interval not exceeding 48 hours between data uploads to enable records to be viewed and interrogated as required without requiring access to the monitoring location; (f) Ensure that the Requiring Authority, Auckland Councilās Compliance Monitoring Manager and MediaWorks are alerted to RMS values exceeding a value at the tunnel monitoring location that corresponds to 90% of the limits specified in Condition 63A.1 for TV/Recording Studios to enable the Requiring Authority to instigate preventative maintenance of tracks and rolling stock with the aim of avoiding exceedences of the noise and vibration limits at the MediaWorks building. The ONVMP required by Condition 65 shall set out the method for determining the transfer function between the tunnel monitoring location and the floor of Studio 1, and what the vibration trigger level is (based on measurements on the tunnel structure) for investigation and corrective action measures relative to Condition 66.2(f) above. The transfer function shall be accurately determined prior to the railway becoming
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Condition Number
NoR Designati on Applies to
Condition
operational using the tunnel monitoring location and the floor of Studio 1. 66.3 Conditions 63A.1, 63A.2 and 66.5 shall be complied with at the MediaWorks building for so long as MediaWorks remains located at the MediaWorks site. 66.4 Noise shall be measured in accordance with the requirements of NZS6801:2008 Acoustics - Measurement of Environmental Sound. Vibration shall be measured in accordance with the requirements of section 5.2.3 of BS6472-1:2008 Guide to evaluation of human exposure to vibration in buildings, except that all references to people, persons and body in that clause shall apply to equipment as well. 66.5In addition to compliance with the criteria set out in Condition 63A.1 relating to TV/Recording Studios, and for the purpose of monitoring the effects of vibration on camera shake, the vibration arising from train pass-bys shall at all times comply with a vibration limit of 1m/s2 between 5Hz and 500Hz when measured on the floor of the MediaWorks filming studios. 66.6 In the event of any exceedance of any noise or vibration in Conditions 63A.1 and 63A.2 during a Sensitive Times (as defined in Condition 35.1) measures to reduce the noise or vibration below the relevant limit in Condition 63A shall be implemented as soon as reasonably practicable. ADVICE NOTES
1 AN1
4 5 6
1 2 AN2
4 5 6 1 2
AN3
4 5 6 1 2
AN4
4
The Requiring Authority will require an Authority under the Historic Places Act 1993 to destroy, damage or modify any archaeological site. This Authority is required in advance of earthworks commencing in the area where the archaeological site is located. It is expected that there will be staged Section 12 Authority applied for to cover the earthworks programme. In the event of unanticipated archaeological sites or koiwi being uncovered the Requiring Authority shall cease activity in the vicinity until it has the relevant approvals, and consulted with the Historic Places Trust and relevant iwi interests. The Requiring Authority will need to acquire the relevant property interests in land subject to the designation before it undertakes any works on that land pursuant to the designation. That may include a formal Public Works Act 1981 land acquisition process. It is acknowledged that property rights issues are separate from resource management effects issues and that the resolution of property issues may be subject to confidentiality agreements between the Requiring Authority and the relevant landowners. Prior to construction if Network Utility Operators are carrying out works that do not require prior written consent of the Requiring Authority in accordance with condition 6 of this designation, they must carry out those works in accordance with the Corridor Access Request (CAR) Process (as set out in Part 4 of the National Code of Practice for Utility OperatorsĆ¢€™ Access to Transport Corridors 2011) where that process applies to the works being carried out. Under section 176 of the RMA no person may do anything in relation to the land subject to the designation that would prevent or hinder the Rail Link without the written approval of the Requiring Authority.
5 6 AN5
1 2
Some of the land is subject to existing designations. Nothing in these designation conditions negates the need for the Requiring Authority to adhere to the provisions of section 177 of the RMA.
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Condition Number
NoR Designati on Applies to
Condition
4 5 Some of the land is subject to existing designations. Nothing in these designation conditions negates the need for the Requiring Authority to adhere to the provisions of section 177 of the RMA.
AN6
6
AN7
1
Modifications to Britomart Transport Centre to connect the City Rail Link tracks into the rail network are separate to this designation and are covered under the Britomart Transport designation.
AN8
6
Works required to connect the City Rail Link to the North Auckland Rail Line occurring within the North Auckland Rail Line designation are separate to this designation and are covered under the North Auckland Line Rail designation.
For the avoidance of doubt, the Requiring Authority shall obtain the written consent of the Minister of Corrections in accordance with section 177 of the RMA for any work authorised by the City Rail Link designation on the Mt Eden Corrections Facility site at 1 Lauder Road.
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Appendix One to Designation Conditions (NoR for Designations 1, 2, 4, 5 and 6) Condition 36 of this designation requires as part of the CEMP process the confirmation of where and when building condition surveys will be undertaken in relation to vibration and settlement. Note that those buildings classed in the Ć¢€œheritageĆ¢€? category are covered under the Appendix Two below. In accordance with condition 46, at a minimum building condition surveys shall be considered for the following buildings:. No
Address
Property Known As
1
8-12 Albert Street
Quay West Hotel
2
17 Albert Street
Cohesive Technology House
3
22-26 Albert Street
The Stamford
4
74 Albert Street
Chifley Suites
5
76-84 Albert Street
City Gardens Apartments
6
103,105,107 Albert Street
Manhattan Apartments
7
109-125 Albert Street
Sky City - Grand Hotel & Convention Centre
8
106-108 Albert Street
Elliot Tower (Proposed)
9
128 Albert Street
Crown Plaza
10
103 Vincent Street
YWCA Accommodation
11
109 Vincent Street
The Rodney Apartments
12
113 Vincent Street
Winsun Heights Apartments
13
135 Vincent Street
Dynasty Gardens Hotel
14
150 Vincent Street
The City Lodge
15
156 Vincent Street
Eclipse Apartments
16
71-87 Mayoral Drive
Rendezvous Grand Hotel
17
29,39,41 Pitt Street
Hopetoun Delta Apartments
18
22-28 Beresford Square
The Beresford
19
259-281 Karangahape Road
Retail and Residential building
20
14 East Street
Residential Building
21
9 A-C Mercury Lane
Residential Building
22
18 East Street
Residential Building
23
153 Newton Road
Beatnik
24
10 Flower Street
Eden Terrace Apartments
25
1 Akiraho Street
Eden Oaks
26
21 Queen Street
Zurich House (Anzo Tower)
27
7 Albert Street
Retail and Office building
28
9-11 Albert Street
Food Alley
29
23-29 Albert Street
ANZ Centre
30
12-26 Swanson Street
Affco House Carpark
31
58 Albert Street
APN NZ Complex
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No
Address
Property Known As
32
63 Albert Street
AMI House
33
65-69 Albert Street
Auckland District Court
34
38 Wyndham Street
Wyndham Towers
35
92-96 Albert Street
Former Telecom Tower
36
85 Albert Street
Retail and Office building
37
87-89 Albert Street
Albert Plaza
38
99 Albert Street
AA Building
39
135 Albert Street
ASB Building
40
120 Albert Street
BDO Tower
41
44-52 Wellesley Street West
Wellesley Centre
42
67-101 Vincent Street
Auckland Police Station
43
22 Dundonald Street
Soundcraft Ltd
44
3 Flower Street
TV3 Building
45
32 Normanby Road
Commercial Building
46
3 Enfield Street
Horse and Trap
47
101 Mount Eden Road
Hometune
48
1 Ngahura Street
Auckland Boxing Association
49
1 Queen Street
HSBC House
50
125 Queen Street
New World Supermarket tenancy
51
148 Quay Street
Tenham Investments and Body Corporate 184960
52
29 Customs Street West
AMP Centre
53
15-19 East Street
54
32 Akiraho Street
55
83 Albert Street
56
4 Kingston Street
57
6-12 Kingston Street
Bear Park Early Childhood Centre
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Appendix Two to Designation Conditions (NoR for Designations 1, 2, 4, 5 and 6) Condition 41 of this designation requires as part of the CEMP process the confirmation of where and when building condition surveys will be undertaken in relation to Built Heritage (including those affected as a result of excavation). In accordance with condition 46, at a minimum building condition surveys shall be considered for the following buildings: No
Address
Property Known As
1
12 ā 32 Customs Street
Customs House
2
2 Queen Street
Endeans Building
3
12 Queen Street
4
3 Albert Street
West Plaza
5
13 Albert Street Auckland Central
Yates Building
6
15 Albert Street
Link House
7
35 Albert Street Auckland Central
Price Buchanan Building
8
37 ā 39 Albert Street Auckland Central
9
41 Albert Street
10
46 Albert Street
11
49 Albert Street Auckland Central
12
53 Albert Street Auckland Central
13
55 Albert Street
14
57 Albert Street
15
61 Albert Street Auckland Central
Shakespeare Hotel and Brewery
16
76 to 78 Albert Street Auckland Central
Bluestone Wall + toilets under wall
17
83 to 85 Albert Street Auckland Central
18
102 Albert Street
19
26, 34 ā 36 Wyndham Street
Former Gas Co Building
20
9 ā 11 Durham Street
Bluestone Store
21
37-43 Victoria Street West
22
51-53 Victoria Street West
23
61-65 Victoria Street West
24
66 Victoria Street West
London Dairy
25
68 Victoria Street West
J H Hannan
26
24 Wellesley Street West
Bledisloe House
27
15-31 Wellesley Street West
Former CPO - Britomart Transport Centre
New Zealand Herald
Marthaās Corner
Archibald and Sons Warehouse/ T & G Building
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No
Address
Property Known As
28
42 Wellesley Street
Griffiths Holdings Building
29
33 Wyndham Street
30
Aotea Square Aotea Centre (rear section)
31
11 Mayoral Drive
Former Public Trust
32
105 Vincent Street
Auckland Chinese Presbyterian Church
33
133 Vincent Street
Julietteās
34
53 Pitt Street
Former Central Ambulance Station
35
59 Pitt
36
65 Pitt Street
37
70 ā 74 Pitt Street
The Chatham
38
78 Pitt Street Pitt Street
Wesleyan Church
39
78 Pitt Street
Wesleyan Bicentennial Hall
40
1 Beresford Square Auckland Central
Former Pitt Street Fire Station
41
16 ā 18 Beresford Square
42
211-235 Karangahape Road
43
238 Karangahape Road
George Court Building
44
1 Cross Street
George Court Factory Building
45
243 Karangahape Road
Naval and Family Hotel
46
246-254 Karangahape Road
Hallenstein Brothers Building
47
251 ā 253 Karangahape Road
48
256 Karangahape Road
49
257 Karangahape Road
50
258-266 Karangahape Road
51
268 Karangahape Road
52
259-261 Karangahape Road
53
270 Karangahape Road
54
283 Karangahape Road
Samoa House
55
9 Mercury Lane
Mercury Theatre former Kings Theatre
56
151 Newton Rd
Retail/Recording Studio
57
206-208 Symonds Street
58
210 Symonds Street Retail
Pitt Street Buildings (OāMalleyās Corner)
Mercury Theatre entrance - Norman Ng Building
Cheapskates/Penny Farthing Bike Shop French CafƩ
City Rail Link Notice of Requirement
Page 79
No
Address
Property Known As
59
215 Symonds Street
Edinburgh Castle Building
60
221 Symonds Street
61
224 Symonds Street
62
227 Symonds Street
63
231 Symonds Street Retail
64
233 Symonds Street
65
235 Symonds Street
66
237 Symonds Street
67
239-241 Symonds Street
68
243 Symonds Street
69
245 Symonds Street
70
249 Symonds Street
71
253 Symonds Street
72
1-13 Mt Eden Road
73
15-17 Mt Eden Road
74
21 New North Road
75
14 New North Road
Villa Dalmacija
76
St Patrickās Square 43 Wyndham Street
St Patrickās Cathedral
77
59 Alex Evans Street
St Benedictās Church
78
1 ā 9 St Benedicts Street
St Benedict's Presbytery
79
6 St Benedicts Street
Residential
80
43 Wyndham Street & Hobson Street
St Patrickās Presbytery
81
Beresford Square
Forresterās Hall
Former Post Office
City Rail Link Notice of Requirement
Page 80
Proposed Draft Notice of Requirement Requiring Authority Designation Conditions ā NoR for Designation 3 Condition Number
NoR Design ation Applies to
Condition
1.1 The City Rail Link Project (City Rail Designation 3) shall be undertaken in general accordance with the following: (a) The information provided by the Requiring Authority in the Notice of Requirement dated 23 August 2012 and supporting documents being: (i) Assessment of Environmental Effects report (contained in Volume 2 of the Notice of Requirement suite of documents, dated 15 August 2012 Rev B); (ii) Supporting environmental assessment reports (contained in Volume 3 of the Notice of Requirement suite of documents, dated August 2012); (iii) The Concept Design Report (contained in Volume 2 of the Notice of Requirement suite of documents, dated 13 August 2012 Rev 3); (iv) Plan sets: (i) Land requirement plans (contained in Volume 1 of the Notice of Requirement suite of documents, dated 15 August 2012); 1
3
(ii) Plans contained in the Concept Design Report Appendices (contained in Volume 3 of the Notice of Requirement suite of documents, dated 13 August 2012 Rev 3). (b) Except as modified by the following alterations: (i) Assessment of Environmental Effects (Reference CRL-SYW-RME-000-RPT0065, Design and Construction Memorandum (Reference CRL-SYW-RME-000MEM-0002) and Drawings CRL-SYW-RME-000-DRG-0120 to 0124 and 0128 to 0132 āStrata / Sub-Strata Alteration (CRL Designation 2 and 3). (ii) Assessment of Environmental Effects (Reference CRL-MTE-RME- 000-RPT0060 Revision 7 dated 9/11/16), Design and Construction Memorandum (Reference CRL-MTE-RME-000-MEM-0001 dated 9/11/16) and Drawing CRLSYW-RME-000-DRG-0133 Revision 1 dated 26/7/17) (āMt Eden Station Alterationā - CRL Designation 3 and 6). 1.2 Where there is inconsistency between the documents listed above and these conditions, these conditions shall prevail.
2
3
2.1 In accordance with section 184(1) of the Resource Management Act 1991 (the RMA), this designation shall lapse if not given effect to within 10 years from the date on which it is confirmed. 3.1 The Requiring Authority shall, as soon as reasonably practicable, but no later than at completion of detailed design:
3
3
(a) Review the area and volume of land of NoR Designation 3 required to protect the structural integrity of the two tunnels (including the relevant considerations at Condition 5.5); (b) Identify any areas of designated land that are no longer necessary to protect the structural integrity, safety or operation of the two tunnels; and (c) Then give notice in accordance with Section 182 of the RMA for the removal of those parts of the designation identified in (b) above.
City Rail Link Notice of Requirement
Page 81
Condition Number
NoR Design ation Applies to
Condition
4.1 Under s 176(1)(b) of the Resource Management Act 1991 (RMA) no person may do anything in relation to the designated land that would prevent or hinder the City Rail Link, without the prior written consent of the Requiring Authority. 4.2 In the periods pre, during and post construction of the City Rail Link, the following activities undertaken by Network Utility Operators will not prevent or hinder the City Rail Link, and can be undertaken without seeking the Requiring AuthorityĆ¢€™s written approval under section 176(1)(b) of the RMA: (a) Maintenance and urgent repair works of existing Network Utilities; 4
3
(b) Minor renewal works to existing Network Utilities necessary for the on-going provision or security of supply of Network Utility Operations; (c) Minor works such as new property service connections; (d) Upgrades to existing Network Utilities within the same or similar location with the same or similar effects on the City Rail Link designation. 4.3 For the avoidance of doubt, in this condition an Ć¢€œexisting Network UtilityĆ¢€? includes infrastructure operated by a Network Utility Operator which was: (a) In place at the time the notice of requirement for the City Rail Link was served on Auckland Council (23 August 2012); or (b) Undertaken in accordance with this condition or section 176(1)(b) RMA process. 5.1 This designation does not authorise any CRL works but restricts development from proceeding without the approval of the Requiring Authority where that development would result in an adverse effect on the CRL in terms of safety, operation or construction. 5.2 The Requiring Authority will work with developers in a collaborative manner and may require alterations or changes to development proposals for the purpose in 5.1. 5.3 The Requiring Authority may require alterations or changes to any proposal for development including but not limited to construction of basements and foundations where such works disturb the ground in a way that is likely to result in loading changes and result in deformations or produce other risks to the integrity of the CRL structures.
5
3
5.4 Reasons shall be given by the Requiring Authority for these changes to demonstrate they are reasonably necessary to provide for safety, construction or operation of the CRL, 5.5 Any proposal for physical works or activities within the designation shall be provided to the Requiring Authority and will be assessed on the following: (a) Building height, size, mass and proximity to the CRL structures; (b) Foundation and basement designs; (c) Geotechnical conditions; (d) Separation between the CRL structures and the proposed development; (e) Nature of the activities including methods and staging of construction; (f) The predicted loading change on the CRL structures resulting from the development; and (g) Any other relevant information necessary to determine the likelihood and extent of any adverse effect that may occur as a result of the proposed development.
City Rail Link Notice of Requirement
Page 82
Condition Number
NoR Design ation Applies to
Condition
These factors will also be relevant considerations in the drawback of the designation as provided for in Condition 3.1. 5.6 That assessment shall be peer reviewed by an independent certified engineer, paid for by the Requiring Authority, and the findings supplied to the landowner/ developer and the Auckland Council for information. Advice Notes relating to the Designation
AN 1
AN 2
3
This is a designation for protection purposes only. It protects the City Rail Link infrastructure to be constructed, operated and maintained in a separate designation located beneath this designation. The use of the land within this designation is subject to the agreement of the Requiring Authority to protect the subterranean works below. Any person proposing to undertake physical works within this designation is required to contact the Requiring Authority and obtain its approval in accordance with provisions set out in section 176(1)(b) of the Resource Management Act 1991.
3
If Network Utility Operators are carrying out works that do not require prior written consent of the Requiring Authority in accordance with condition 6 of this designation, they must carry out those works in accordance with the Corridor Access Request (CAR) Process (as set out in Part 4 of the National Code of Practice for Utility OperatorsĆ¢€™ Access to Transport Corridors 2011) where that process applies to the works being carried out.
City Rail Link Notice of Requirement
Page 83
Diagram 1
City Rail Link Notice of Requirement
Page 84
Outline Plan of Works
Appendix D:
Page 52
Construction Environmental Management Plan
| Mt Eden Main Works
Outline Plan of Works
Appendix E:
Property Details
E.1 CRL Designation Properties Address 14 ā 22 Boston Road 12 ā 14 Nikau Street 16 Nikau Street
Legal description Lot 1 DP 159651 ; Lot 2 DP 140685 Lot 1 DP 101441 Part Lot 15 Sec 2 DEEDS Blue 45
CT number NA96A/123 NA55D/816 NA557/184; NA557/185
18 Nikau Street 20 ā 22 Nikau Street 24 ā 26 Nikau Street 28 ā 30 Nikau Street 32 Nikau Street 34 Nikau Street 36 ā 38 Nikau Street 15-17 Shaddock Street 19 Shaddock Street 21 Shaddock Street 23 Shaddock Street 25 Shaddock Street 26 Shaddock Street 28 Shaddock Street 27 ā 29 Shaddock Street 31 Shaddock Street 33 Shaddock Street 32 Normanby Road 1 Lauder Road 11 -13 Ruru Street 15 Ruru Street 16 ā 18 Ruru Street 19 Ruru Street 21 Ruru Street 6 ā 10 Ngahura Street
NA557/152 NA56C/39 NA89B/842 NA54B/1156 NA1116/189 NA114D/694 NA114D/693; NA114D/694 NA34C/73 NA89B/843 NA557/163 NA557/161 NA54B/1157 Unit Plan 187411 Unit Plan 125386 NA37D/215 NA557/134 NA51C/327 NA20B/1231 552867 NA4A/1395 NA10B/869 NA11C/448 NA1345/17 708896 NA50B/1337
1 Fenton Street
Lot 1 Sec 6 DEEDS Blue 45 Lot 1 DP 102341 Lot 1 DP 150226 Lot 1 DP 99657 Lot 1 DP 40971 Lot 2 DP 40971 Lot 1 DP 183867 ; Lot 2 DP 183867 Lot 1 DP 78367 Lot 2 DP 150226 Lot 22 Sec 6 DEEDS Blue 45 Lot 21 Sec 6 DEEDS Blue 45 Lot 2 DP 99657 Part Lot 1 DP 55364 Lot 1 DP 123665 Lot 1 DP 81116 Part Lot 17 Sec 6 DEEDS Blue 45 Lot 1 DP 95398 Lot 1 DP 64473 Sections 1-3 SO 441360 Lot 1 DP 53063 Lot 1 DP 57203 Lot 1 DP 57108 Lot 1 DP 43875 SEC 1 SO 488903, SEC 2 SO 488903 Allot 206 Sec 10 SBRS OF Auckland; Allot 205 Sec 10 SBRS OF Auckland Allot 237 Sec 10 SBRS OF Auckland
3 Fenton Street
Allot 238 Sec 10 SBRS OF Auckland
NA54D/721
5 Fenton Street 5 Flower Street 6 Flower Street 1A Porters Avenue 5 Porters Avenue 6 Porters Avenue 2 Haultain Street 4 Haultain Street
Lot 1 DP 180911 Lot 1 DP 171412 Pt Lot 15 SEC 2 Deeds Reg BLUE 45 Lot 1 DP 111188 Allot 236 Sec 10 SBRS OF Auckland Allot 218 Sec 10 SBRS OF Auckland Allot 235 Sec 10 SBRS OF Auckland Allot 247 Sec 10 SBRS OF Auckland; Allot 248 Sec 10 SBRS OF Auckland Lot 4 DP 140685
NA112B/147 NA104D/133 NA557/185 NA62C/775 Unit Plan 124933 Unit Plan 314063 Unit Plan 149424 Unit Plan 149424
26 Mt Eden Road Page 53
| Mt Eden Main Works
NA89C/274
NA108C/903
Outline Plan of Works 28 Mt Eden Road 95 Mount Eden Road (inclusive of 8-26 Shaddock Street) 97 Mount Eden Road (inclusive of 28-36 Shaddock Street) 11 Water Street 3 Enfield Street
Auburn Street, Boston Road, Dominion Road, Fenton Street, Flower Street, Haultain Street, Mt Eden Road, Ngahura Street, Nikau Street, Normanby Road, Nugent Street, Porters Avenue, Ruru Street, Shaddock Street, Severn Street, Wynyard Road
Lot 3 DP 140685 Lot 1 DP 149096 Pt Lot 2 DP 55364, Pt Lot 1 DP 55364
NA83C/306 NA88D/526 NA117C/37
Lot 1 DP 123668
NA73A/713
Lot 1 DP 46192 Lot 1 DP 491581; Lot 2 DP 491581; Lot 3 DP 491581
1800/17 712505 712506 712507
Legal Road
E.2 KiwiRail Designation Properties Address North Auckland Line
21 Ruru Street 101 Mt Eden Road 97 Mt Eden Road 28 Mt Eden Road 30 Shaddock Street 14 -22 Boston Road 1 Lauder Road Porters Avenue, Fenton Street, Haultain Street, Mt Eden Road
Page 54
| Mt Eden Main Works
Legal description Rail Network SEC 1 SO 488903; SEC SO 488903 Lot 1 DP 162760 Lot 1 DP 123665 Lot 3 DP 140685 Lot 1 DP 123665 Lot 2 DP 140685, Lot 1 DP 159651 Sections 1-3 SO 441360 Legal Road
CT number 708896 NA98A/683 NA73A/713 NA83C/306 NA73A/713 NA96A/123 552867
Outline Plan of Works
Appendix F:
Design Drawings
F.1 General Arrangement Drawings, Existing and Finished Contours
Page 56
| Mt Eden Main Works
6
5
N
4
7
13
10 R. 302.000 ARC 23.221
ISO A1 594mm x 841mm
3 2
1
9
12
11
R.
141.00 0 ARC 72.014
R.
00 141.0
ARC 89.39 7
14
8
LEGEND DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK PROPOSED TRACK CENTRELINE PROPOSED GRATED CESS DRAIN PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
>>
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE
X
X
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED SCRUFFY DOME
EXISTING TRACK
PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP PROPOSED STORMWATER MEGAPIT PROPOSED STORMWATER CATCHPIT PROPOSED FIBRE VECTOR LINES PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT PROPOSED FIBRE CHORUS LINES PROPOSED COMMS CHORUS LINES PROPOSED POTABLE PROPOSED WASTEWATER PIPE LINE (RM)
>>
BOSTON RD
KIWIRAIL BOUNDARY
PROPOSED RISING MAIN LINES
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CESS DRAIN (Ć500x300) PROPOSED CONCRETE CHANNEL PROPOSED GAS VECTOR PROPOSED ELECTRICITY VECTOR HV PROPOSED ELECTRICITY VECTOR LV 750mmĆ AT 900mm C/C
17-25
10-12
1200mmĆ AT 1500mm C/C TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
27
600mmĆ AT 750mm C/C
31-37
600mmĆ AT 750mm C/C + GI
SEVERN RD
750mmĆ AT 900mm C/C 750mmĆ CONTIGUOUS PILE
AUBURN ST
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C + GI
20
1200mmĆ AT 1350mm C/C 750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
21
900mmĆ AT 750mm C/C (HARD/SOFT SECANT) GRAVITY WALL
7 0
6.25
12.5 m
0
12.5
1:250
BATTER/CUT SLOPE
25 m
A1
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 1 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750001
REVISION
001
6
5
N
4
7
13
9
11
R.
LAUDER RD
10 R. 302.000 ARC 23.221
ISO A1 594mm x 841mm
3 2
1
141.00 0 ARC 72.014 R.
141.0 00
ARC 89.39 7
14
8
12
LEGEND DESIGNATION CRL BOUNDARY
1
KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK PROPOSED TRACK CENTRELINE PROPOSED GRATED CESS DRAIN PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE X
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
0+740
0+760
>>
>>
0+780
>>
>>
>>
>>
0+800
>>
>>
>>
>>
0+820
>>
>>
0+839
>>
>>
>>
>>
>>
GUARDRAIL
>>
EXISTING TRACK
X
>>
NMB-01
PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED SCRUFFY DOME PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP PROPOSED STORMWATER MEGAPIT
>>
>>
>>
>>
>>
>>
>>
>>
PROPOSED STORMWATER CATCHPIT PROPOSED FIBRE VECTOR LINES
>>
>>
>>
>>
>>
SW
SW
SW
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
SW
>> SW
>>
>> SW
SW
SW
>>
SW
SW
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
SW
SW
PROPOSED FIBRE CHORUS LINES
>>
>>
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE PROPOSED WASTEWATER PIPE LINE (RM)
>>
SW
PROPOSED RISING MAIN LINES
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CESS DRAIN (Ć500x300)
SW
GRAVITY WALL
PROPOSED CONCRETE CHANNEL PROPOSED GAS VECTOR
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
BOSTON RD SW
SW
KIWIRAIL BOUNDARY SW
PROPOSED ELECTRICITY VECTOR HV PROPOSED ELECTRICITY VECTOR LV 750mmĆ AT 900mm C/C 1200mmĆ AT 1500mm C/C
31-37
41-43
39
45
CYCLE LANES
49-51
47
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
53
600mmĆ AT 750mm C/C 600mmĆ AT 750mm C/C + GI 750mmĆ AT 900mm C/C 750mmĆ CONTIGUOUS PILE 750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C + GI 1200mmĆ AT 1350mm C/C 750mmĆ AT 600mm C/C (HARD/SOFT SECANT) 900mmĆ AT 750mm C/C (HARD/SOFT SECANT) GRAVITY WALL
0
6.25
12.5 m
0
12.5
1:250
BATTER/CUT SLOPE
25 m
A1
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
DESIGNED REVISIONS
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
>>
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 2 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750002
REVISION
001
6
5
2
1
N WW
4
7
13
10 R. 302.000 ARC 23.221
9
141.00 0 ARC 72.014
R.
141.0 00
ARC 7 89.39
8
WW
14
12
11
R.
ISO A1 594mm x 841mm
3
WW WW WW
26
LEGEND
WW
DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK PROPOSED TRACK CENTRELINE
WW
24
PROPOSED GRATED CESS DRAIN
SW
PROPOSED CESS DRAIN (Ć500x300) WW
SW Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
PROPOSED KERB & CHANNEL
>>
SW SW
PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE WW
SW SW
X
X
SW
WW
SW
PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE
SW
WW
PROPOSED SCRUFFY DOME
HV HV
SW
PROPOSED STORMWATER SUPERPIT
28-30
SW
PROPOSED STORMWATER SUMP
PROPOSED STORMWATER CATCHPIT
ANBY
SW
RD
HV HV
WW
SW SW
PROPOSED FIBRE CHORUS LINES
WW
LV
SW
HV HV
GAS
HV HV SW
WW
SW
WW
SW SW SW
>>
>>
SW
SW
SW
80
90
100mm
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
SOIL IMPROVEMENT
SW
GRAVITY WALL
SW
BATTER/CUT SLOPE
NOT FOR CONSTRUCTION
>>
>>
REVISIONS 70
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
SW
>>
60
0+580 SW
0+640
0+660
LV LV LV
0+600
SW SW
LV LV LV
SW
SW
SW
SW
SW
>> 50
1050mmĆ AT 1200mm C/C
LV LV LV
>>
40
750mmĆ CONTIGUOUS PILE
GAS LV LV LV
GAS
0+620
LV LV LV
GAS LV LV LV
0+680
GAS LV LV LV
LV LV LV GAS LV LV LV
GAS LV LV LV
SW
SW
SW
GAS
>>
HV
HV GAS
SW
L LVV
SW
SW
SW GAS
LV V L HV GAS
SW
LV LV
LV
SW
LV LV
0+700
SW
SW
SW
SW
WW
SW
SW
SW
LV LV LV
SV
30
750mmĆ AT 900mm C/C
1200mmĆ AT 1350mm C/C
1:500
20
600mmĆ AT 750mm C/C + GI
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
SCALE
SIZE
AS SHOWN
A1
DESIGNED
10
600mmĆ AT 750mm C/C
1050mmĆ AT 1200mm C/C + GI
CLIENT:
0
>>
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
>>
>>
>>
SW GAS
0+720
SW
NMB-4
A3
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.
750mmĆ AT 900mm C/C 1200mmĆ AT 1500mm C/C
LV
LV LV
GAS
0+740
PROPOSED ELECTRICITY VECTOR LV
SW
SW
SW
LV
GAS
m
C(VF) C(VF) C(VF)
25
SW
HV
SW
1:250
HV C(VF) C(VF) C(VF)
SW
12.5
PROPOSED ELECTRICITY VECTOR HV
NMB-3
SW
GAS GASV H HV SC(VF) W
SW
0 A1
LV
GAS
SW
SW SV GAS GAS
SW HV HV
12.5 m
PROPOSED GAS VECTOR
NMB-03
SW
SW
LV
SW
HV HLLVV V
GAS GAS
SV
6.25
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED CONCRETE CHANNEL
32
SV
PROPOSED RISING MAIN LINES
PROPOSED CESS DRAIN (Ć500x300) SW
FH
HV HLLVV V
0
>>
GAS
HV LV HV LV HV HLLVV V
GG AA SS
NMB-01
PROPOSED WASTEWATER PIPE LINE (RM)
SW
SW
GG AA SS
C(VF C(VF))
C(VF C( VF)) LV LV LV LV LV LV LV LV SW
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE
SW
SS AA GG GG AA SS
WW
G GAS AS
C(VF)) C(VF LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV LV
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
GAS
SW
NORM
SW
HV HV
PROPOSED FIBRE VECTOR LINES
SW
SW SW
PROPOSED STORMWATER MEGAPIT
WW
SW
CYCLE LANES
C(VF)) C(VF LV LV LV LV LV LV LV LV
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
SW
51-63
PROPOSED CATCH DRAIN (ĆV600x50)
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 3 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750003
REVISION
001
WW
GAS LV LV LV WW
WW GAS
)
(R M
PROPOSED TRACK CENTRELINE
)
SW
PROPOSED GRATED CESS DRAIN
SW SW
SW
GASWW
GAS WW
WW
WW
)) VF F)F) C( C(V VF C(V C(
F))) ) VF VF C(V C( VF C( C(
))) ) VF VF VF C( C( VF C( C(
))) ) VF VF VF C( C( C( VF C(
W W
SSW W
)
PROPOSED KERB & CHANNEL
(R
V LLV V L
PROPOSED CESS DRAIN (Ć500x300)
W
RM
)
W
W
WS
V V LLLV
M )
12
(R )
PROPOSED STORMWATER MANHOLE SW
)
EXISTING STORMWATER MANHOLE
SW
SW
SW
SW
SW
SW
SW
SW
M
(R
SW
PROPOSED SCRUFFY DOME
SW
LVV LLV
)
M
PROPOSED STORMWATER SUPERPIT
)
V H HV
(R
GAS
GAS
PROPOSED STORMWATER SUMP
)
SW
SW
LVV LLV
(R M
PROPOSED STORMWATER MEGAPIT
(R M
SW
CYCLE LANES SW
)
GAS
55
SW
SV
V LLV
SW
SW
SW
)
M
SV
PROPOSED FIBRE VECTOR LINES
)
(R M
SW
PROPOSED STORMWATER CATCHPIT
(R
SW
GA S
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
(R M
V LV LLV
X
SW SW
W W
M
GAS
GAS
SW
V H HV
X
RSW SSWT
(R
V H HV
PROPOSED STORMWATER PIPE
W
TE
W
)
W A
SW
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
SW
)
V LLLVV
W
(R M
V H HV
W
SSWW
(R M
GAS
GAS
>>
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
>>
M
GAS
GAS
V H HV
(
W
SW
LV LV LV
W
W
WW
M
W
EXISTING TRACK
SW
W
WW
LV LV LV
GAS LV LV LV
WW
HV GAS
SW
KIWIRAIL DESIGNATION BOUNDARY
SW
GAS
SW
SW
W
WW
LV LV LV
0+420
SW
W
WW
0+720
GAS
WW
0+740
SW WW
SW
SW
WW
LV LV LV
0+440
WW
0+460
WW
M
0+480
W
W
WW
LV LV LV
WW
>>
GAS LV LV LV
>>
(R
LV LV LV
>>
HV GAS
7
GAS HV
89.39
DESIGNATION CRL BOUNDARY
FH
BST-01
8
LEGEND
SW
(R
V H HV
>>
ARC
ISO A1 594mm x 841mm
>>
SW
14-20
12
11
72.014
SW
SOIL IMPROVEMENT
NMB-02
00 141.0
SW
SW
NMB-06
10 9
0 ARC
>>
14
)
NMB-06 LV LV LV
GAS
LV LV LV
>>
R.
HV C(VF) C(VF) C(VF)
>>
>>
>>
>>
>>
>>
>>
>>
SW
>>
>>
>>
>>
>>
>>
>>
>>
>>
7
13 141.00
>>
N
HV C(VF) C(VF) C(VF)
SW
SW
SW
SW
NMB-06
SW
4 R.
>>
HV
EXISTING TRACK
SW
SW
SW
SW
SW
SW
6
5
2
1
R. 302.000 ARC 23.221
C(VF) C(VF) C(VF)
SW
SW
SW
SW
SW
3
SW
>>
HV
SW
SW
SW
SW
SW
SW
>>
SW
NMB-03
SW NMB-05
SW
SW
SW
SW
SW
SW
SW
SW
SW
(RM)
(RM)
SW (RM)
(RM)S (RM) W
(RM)
SW
V LLV
(RM)
(RM)
V LLV L V
(RM)
SW
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
12
(RM)
SW SW
57
GA S
PROPOSED FIBRE CHORUS LINES PROPOSED COMMS CHORUS LINES
SW
10
SW
SW
PROPOSED POTABLE PROPOSED WASTEWATER PIPE LINE
SW
SW
(RM) SW
>>
SW SW
PROPOSED CONCRETE CHANNEL
SW
SW
SW
65
PROPOSED GAS VECTOR
6
PROPOSED ELECTRICITY VECTOR HV
SW
SW SW
PROPOSED ELECTRICITY VECTOR LV SW SW
1200mmĆ AT 1500mm C/C
SW
SW
RD
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL SW
TO N
SW
SW
750mmĆ AT 900mm C/C
4 BO S
67
600mmĆ AT 750mm C/C SW
69
600mmĆ AT 750mm C/C + GI SW
SW
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CESS DRAIN (Ć500x300)
8
SW
SW
CYCLE LANES
PROPOSED RISING MAIN LINES
750mmĆ AT 900mm C/C SW
750mmĆ CONTIGUOUS PILE
SW
SW
71
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
SW
SW
1050mmĆ AT 1200mm C/C
SW
SW
73
1050mmĆ AT 1200mm C/C + GI
SW
1200mmĆ AT 1350mm C/C
75 SW
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
SW
900mmĆ AT 750mm C/C (HARD/SOFT SECANT) GRAVITY WALL
SW
42
0
6.25
12.5 m
0
12.5
1:250
37
BATTER/CUT SLOPE
25 m
A1
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 4 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750004
REVISION
001
WW
SW
SW
0+52 0
SW
SW
0+540
SW
SW
0+560
0+5
PROPOSED GRATED CESS DRAIN
W SSW
SW
SW
SW
00
PROPOSED TRACK CENTRELINE PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL SW
>>
>>
SW
SW
SW
>>
SW
EXISTING TRACK
SW
>>
>>
SW
>> SW SW
0
SW
46 0+
>> >>
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
SW
>> >>
>>
10
W
W
SW
W
SW
>>
0 28 0+
BUS P STO
20
600mmĆ AT 750mm C/C + GI 750mmĆ AT 900mm C/C
95
1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C + GI 1200mmĆ AT 1350mm C/C
SW
SW
EASTERN CROSSOVER STRUCTURE
W
SW
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
SW
SW
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
SW
40 2 + 850mm 0 ROOF SLAB
SW
2
750mmĆ CONTIGUOUS PILE
SW
SW
RD
M
4
00 4 + 0
SW
SW
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
ST
SW
EN
1200mmĆ AT 1500mm C/C
600mmĆ AT 750mm C/C
E0
D TE
16-18
750mmĆ AT 900mm C/C
SW
0 26 + 0
10
6
PROPOSED ELECTRICITY VECTOR LV
RU RU
0
SW
PROPOSED ELECTRICITY VECTOR HV
SW
40
SW
MC
20
SW
PROPOSED GAS VECTOR
20
SW
0 42 + 0
EXISTING TRACKSW
97
SW
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED CONCRETE CHANNEL SW
SW
22
PROPOSED RISING MAIN LINES
PROPOSED CESS DRAIN (Ć500x300)
30
SW
30
>>
10
40
20
SW
PROPOSED WASTEWATER PIPE LINE
BUS STOP
SW
SW
SW
85
900mmĆ AT 750mm C/C (HARD/SOFT SECANT) SW
SW
SW
GRAVITY WALL
SW
4 6.25
2
12.5 m
0
12.5
25 m
A1
1:250
SW
0
BATTER/CUT SLOPE
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE
(RM)
5-7
SW
0
PROPOSED FIBRE CHORUS LINES
SW
>>
W
W
24
LAN BUS E
>>
W
0+ 44 0
PROPOSED FIBRE VECTOR LINES
60
50
SW
SW
0
W
SW SW
SW
R
W
SW
SW
>>
0
PROPOSED STORMWATER CATCHPIT C
0+3 2
PROPOSED STORMWATER MEGAPIT
26
SW
SW
PROPOSED STORMWATER SUMP
70
0
>>
SW
0+4 80 0
>>
0+34
PROPOSED STORMWATER SUPERPIT
SW
0+360
>> >>
>>
>>
>>
>>
>>
>>
>>
>>
0+380
PROPOSED STORMWATER MANHOLE
M
NMB-06
SW
SW
SW
SW
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
SW
W
SW
SW SW
X
PROPOSED SCRUFFY DOME
SW
ST
X
EXISTING STORMWATER MANHOLE
850mm ROOF SLAB EASTERN CROSSOVER SW STRUCTURE
11
PROPOSED STORMWATER PIPE
>>
SW
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
0
SW
SW
KIWIRAIL DESIGNATION BOUNDARY SW
SW
SW
DESIGNATION CRL BOUNDARY
SW SW
>>
>>
SW
>>
>>
N
0+580
>>
>>
SW
SW
28
W
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
SW
SW
SOIL IMPROVEMENT SW
12
SW
SW
SW
SW
BALLAST MATT
8
LEGEND
SW
SW
SW
AT E
R
14
1
W
W
>>
SW
7 89.39
SW
ARC
>>
>>
>>
SW
11
72.014
SW
10
9
SW SW
SW
SW
00
SW
141.0
SW
SW
EXISTING TRACK SW
7
13 0 ARC
SW
4 R.
>> SW
SW
141.00
>>
>>
>>
>>
>>
SW SW
SW
6
5
2
1
R.
SW
SW
3
SW SW
SW SW
SW
NMB-03
>>
SW
>>
SW
BALLAST MATT
R. 302.000 ARC 23.221
ISO A1 594mm x 841mm
SW
WW
20
30
40
50
60
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 5 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750005
REVISION
001
SW
ISO A1 594mm x 841mm
N
SW
3
6
5
2
1
4
7
10
9
141.00 0 ARC 72.014 141.0 00
ARC 89.39 7
SW
R.
1
14
12
11
R.
SW
13
R. 302.000 ARC 23.221
2
109
8
SW
107
SW
LEGEND
4
105
DESIGNATION CRL BOUNDARY
SW
KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK
SW
PROPOSED TRACK CENTRELINE
ED EN
SW
PROPOSED KERB & CHANNEL
M T
>>
103
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
LD ST
PROPOSED STORMWATER PIPE
SW
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
ENFIE
PROPOSED CESS DRAIN (Ć500x300)
SW
RD
PROPOSED GRATED CESS DRAIN
X
X
ABANDONED STORMWATER PIPE
SW
SW
PROPOSED RAIN GARDEN PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE
SW
2
PROPOSED SCRUFFY DOME SW
PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP
4 SW
PROPOSED STORMWATER MEGAPIT PROPOSED STORMWATER CATCHPIT
SW SW
PROPOSED FIBRE VECTOR LINES PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
SW
SW
8
SW
101
PROPOSED FIBRE CHORUS LINES
10 SW
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE
SW
PROPOSED WASTEWATER PIPE LINE
12
(RM)
>>
PROPOSED RISING MAIN LINES
PROPOSED CATCH DRAIN (ĆV600x50)
SW
PROPOSED CESS DRAIN (Ć500x300) PROPOSED CONCRETE CHANNEL
14
PROPOSED GAS VECTOR
SW
MTE-02
PROPOSED ELECTRICITY VECTOR HV PROPOSED ELECTRICITY VECTOR LV 750mmĆ AT 900mm C/C
SW
1200mmĆ AT 1500mm C/C
>>
SW
NAL PLATFORM
750mmĆ AT 900mm C/C
SW
SW
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
EXISTING TRACK
>>
1050mmĆ AT 1200mm C/C
SW
SW
>>
SW
ST
1050mmĆ AT 1200mm C/C + GI
SW
1200mmĆ AT 1350mm C/C
3
>>
40
50
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
>>
SW
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
>>
60
50
00
0+4
GRAVITY WALL
SW
>> 12.5 m
0
12.5
1:250
25 m
A1
BATTER/CUT SLOPE
>>
6.25
60
0
750mmĆ CONTIGUOUS PILE
>>
40
30
SW
RU
600mmĆ AT 750mm C/C + GI
>>
20 SW
RU
600mmĆ AT 750mm C/C
1
>>
SW SW
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
>>
10
SW
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 6 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750006
REVISION
001
3
>> SW
SW
141.00
>>
ARC 89.39 7
00 ARC 44.09
SW
4
SW
>>
783.5
>>
SW
DESIGNATION CRL BOUNDARY
>>
EXISTING TRACK
>>
50
60
SW
KIWIRAIL DESIGNATION BOUNDARY
SW
>>
PROPOSED GRATED CESS DRAIN
>>
70
60
PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL
SW
>>
>> NAL PLATFORM
>>
MC F0
PROPOSED STORMWATER PIPE X
>>
X
5
PROPOSED STORMWATER MANHOLE
PROPOSED SCRUFFY DOME
>>
10 0
SW
90
>>
SW
EXISTING STORMWATER MANHOLE
17
0
PROPOSED STORMWATER SUPERPIT
PROPOSED FIBRE VECTOR LINES PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
ST
>>
12 0
0
13
>>
FL
OW
>>
0
SW
PROPOSED FIBRE CHORUS LINES
>>
SW
PROPOSED COMMS CHORUS LINES
>>
PROPOSED WASTEWATER PIPE LINE
0
0
14
SW
SW
13
PROPOSED POTABLE
>>
SW
0
PROPOSED STORMWATER CATCHPIT
>>
11
12 0
KIWIRAIL BOUNDARY
SW
SW
PROPOSED STORMWATER MEGAPIT
>>
SW
ER
>>
PROPOSED STORMWATER SUMP
0
11 0
10
SW 16 0
0 0+36 15
SW
SW
SW
>>
16
0
PROPOSED ELECTRICITY VECTOR HV
0
16
750mmĆ AT 900mm C/C
0
1200mmĆ AT 1500mm C/C 3
0
0
1
SW
s1
600mmĆ AT 750mm C/C + GI 750mmĆ AT 900mm C/C 750mmĆ CONTIGUOUS PILE 750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
18
0
19 0
SW
28-36
1050mmĆ AT 1200mm C/C
20 0
SW
1050mmĆ AT 1200mm C/C + GI
10
0
A
SW
SW
0
SW
19
SW
0+320
600mmĆ AT 750mm C/C
18 0
SW
SW
11 0
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
2
17
17
SW
0
0+160
PROPOSED CONCRETE CHANNEL
PROPOSED ELECTRICITY VECTOR LV
SW
12
1:250
90
SW
25 m
20 70
60
50
40
30
80 12.5
100
0 A1
SW
SW
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
SW SW
GRAVITY WALL
SW
SW
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
BATTER/CUT SLOPE
B
SW
12.5 m
SW
SW
6.25
SW
SW
SW
0
SW
SW
MCK0
0+140
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
200
SW SW
1200mmĆ AT 1350mm C/C
MC50
SW
26
20
30
40
50
60
70
80
90
100mm
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED GAS VECTOR
SW
0+180
SW
SW
0+340
PROPOSED RISING MAIN LINES
PROPOSED CESS DRAIN (Ć500x300)
15
SW
13 0
>>
0
15 0
RURU STREET WALL. (ALIGN 'WTR1')
(RM)
>>
14
SW
SW
14 0
SW
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
>>
90
0
80
SW
80 0+3
18
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
70
80
SW
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
LEGEND
3
PROPOSED TRACK CENTRELINE
EASTERN CROSSOVER STRUCTURE
SW
8
R.
40
50
00 4 + 0
00
14
12
11
72.014 141.0
SW
ST
10
9
0 ARC
RU
7
13
30
40
RU
4 R.
N
SW
>>
SW
6
5
2
1
R.
20
SW
R. 302.000 ARC 23.221
ISO A1 594mm x 841mm
>>
SW
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 7 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750007
REVISION
001
10
0
SW
20 30
80
70
60
50
40
B
SW
210
90
SW
100
SW
SW
110
200
230
v4 SW
v3 v2
v1
SW
vA
SW
SW
1 s1
SW
SW
SW
SW
250
cA
vD
260
SW SW
10 20
SW SW
SW
30 40
SW
SW
SW
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
SW
600mmĆ AT 750mm C/C 600mmĆ AT 750mm C/C + GI 750mmĆ AT 900mm C/C
SW
SW
50
SW SW
SW
SW
SW
60
SW SW
280
70
SW SW
SW
SW SW
MCK0
SW
SW
SW
SW SW
SW SW
SW
SW SW
1200mmĆ AT 1500mm C/C
SW
750mmĆ CONTIGUOUS PILE
SW
SW
SW SW
SW
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
11
SW
80
MCM0
SW
0
270
SW
SW
SW
PROPOSED ELECTRICITY VECTOR LV
20
SW
PROPOSED ELECTRICITY VECTOR HV
750mmĆ AT 900mm C/C
SW
290 SW
SW
1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C + GI 1200mmĆ AT 1350mm C/C
SW
SW
T RURU SSW
SW
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
SW
0
78
4+
20
SW
300
1/10-31/10
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
SW
31/10
SW
GRAVITY WALL
6.25
12.5 m
0
12.5
1:250
25 m
A1
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
BATTER/CUT SLOPE
SW
SW
0
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK GENERAL ARRANGEMENT LAYOUT PLAN SHEET 8 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
NORTH AUCKLAND LINE
ZONE:
DRAWN
001
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED GAS VECTOR
10
SW
SW
PROPOSED RISING MAIN LINES
PROPOSED CONCRETE CHANNEL
15
MCN0
SW
90
>>
0
100
240 SW
SW
SW
SW
SW IKAU ST N
SW
SW
110
PROPOSED WASTEWATER PIPE LINE
SW
SW
SW
SW
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE
SW
SW
120
2
SW
SW
SW
SW
SW
SW
SW
PROPOSED FIBRE CHORUS LINES
MT EDEN PLATFORM (RM)
SW
SW
SW
SW SW
SW
0
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
684+940
SW
SW
SW
SW
SW
SW
SW
PROPOSED FIBRE VECTOR LINES
PROPOSED CESS DRAIN (Ć500x300)
SW
130
220
D
PROPOSED STORMWATER MEGAPIT
RURU ST
SW
684+900
SW
SW
PROPOSED STORMWATER SUMP
SW
68
0+2
SW
SW
SW
SW
SW
0 SW
SW
SW
SW
SW
SW
SW
SW
684+920
SW
684+880
684+860
840
0
+82
80 4+
SW
SW
SW
34
10
SW
SW
SW
SW
SW
SW
SW
SW
16-18
ST
684+
684
68
SW
SW SW
SW
SW
SW
SW
SW
EXISTING STORMWATER MANHOLE
19
VENTILATOR SHAFT ENVELOP 36-38
30
28 NEWTON JUNCTION GRADE SEPARATION SW
PROPOSED STORMWATER MANHOLE
PROPOSED STORMWATER CATCHPIT
SW
KORARI
0 +78
20
SW
C
SW
SW
30
SW
SW
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
SW
684
0+260
0
X
PROPOSED SCRUFFY DOME
SW
0
40
SW
0+24
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
SW
SW
22-26
PROPOSED KERB & CHANNEL
>>
PROPOSED STORMWATER SUPERPIT
SW
140
7
120
MC50
89.39
820
SW
SW
SW
SW
SW
SW
PROPOSED CESS DRAIN (Ć500x300)
PROPOSED STORMWATER PIPE
SW SW
PROPOSED GRATED CESS DRAIN
X
SW
SW
SW
SW
SW
SW
SW
SW
20
SW
PROPOSED TRACK CENTRELINE
684+940
33
SW
684+920
684+
+80 684
0+280
50
SW
684+880
684+840
15
684+860
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
A
KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK
21
684+900
31
60
17
SW
DESIGNATION CRL BOUNDARY
MT EDEN STATION
SW
21
SW
ARC
SW
23
SW
72.014
70
25
00
SW SW
0+300
12
11
8
LEGEND
SW
27-29
SW
14
SW
SW
SW
141.0
SW
SW
SW
SW
10
9
0 ARC
SW
SW
SW
SW
SW
SW
MCK0
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
141.00
SW
SW
SW
SW
SW
7
13 R.
N
SW
SW
6
5 4 R.
0 SW
19
SW
26
0+140
3 2
1
R. 302.000 ARC 23.221
20 0
SW
SW
ISO A1 594mm x 841mm
19 0
SW
0+320
0+160
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750008
REVISION
001
7
13 6
141.00 72.014
141.0 00
ARC 7 89.39
14
12
11
0 ARC
R.
>>
10 9
R.
ISO A1 594mm x 841mm
N
4
>>
8
5
>>
4
>>
NAL PLATFORM
LEGEND
>>
DESIGNATION CRL BOUNDARY
>>
KIWIRAIL DESIGNATION BOUNDARY
>>
EXISTING TRACK
FENTON FOOT BRIDGE
>>
PROPOSED TRACK CENTRELINE
9-11
>>
PROPOSED GRATED CESS DRAIN
7
>>
PROPOSED CESS DRAIN (Ć500x300)
5
PROPOSED KERB & CHANNEL
21 0
>>
>>
>>
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
SW
>>
22
PROPOSED STORMWATER PIPE
FENTON ST
>>
0
X
X
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
685+100
685+080
685+060
685+040
685+000
250
PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED SCRUFFY DOME PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP
260
684+980
240
685+020
230
684+960
684+940
PROPOSED STORMWATER MEGAPIT PROPOSED STORMWATER CATCHPIT PROPOSED FIBRE VECTOR LINES PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
6
PROPOSED FIBRE CHORUS LINES
5
4
PROPOSED COMMS CHORUS LINES
3
>>
685+080
685+060
685+040
SW
SW
3 SW
SW
SW
SW
SW
SW
SW
m
50
60
70
80
90
100mm
GRAVITY WALL
SW
SW
A3
SW
BATTER/CUT SLOPE
NOT FOR CONSTRUCTION
REVISIONS 40
SW
SW
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
SW
25
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. 30
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
FOR CONTINUATION SEE INSERT
1:500
20
1200mmĆ AT 1350mm C/C
SW
SW
SW
SW
SW
SCALE
SIZE
AS SHOWN
A1
DESIGNED
10
SW
SW
0 MCN
SW
SW
CLIENT:
0
1050mmĆ AT 1200mm C/C
SW
1:250
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
1050mmĆ AT 1200mm C/C + GI
SW
12.5
750mmĆ AT 900mm C/C
SW
0 A1
600mmĆ AT 750mm C/C + GI 750mmĆ CONTIGUOUS PILE
CONTINUATION LINE
ST
12.5 m
600mmĆ AT 750mm C/C
SW
SW
SW
1
50
40
6.25
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
SW
SW
NGAHURA ST
30
0
SW
SW
SW
SW
NGAHURA
SW
SW
120
SW
SW
SW
SW
SW
SW
SW
SW
SW
110
SW
PROPOSED ELECTRICITY VECTOR HV
750mmĆ AT 900mm C/C
100
SW
PROPOSED GAS VECTOR
90
80
SW
60
SW
70
N SW
PROPOSED CONCRETE CHANNEL
SW
SW
SW
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CESS DRAIN (Ć500x300)
SW
685+020
685+000
684+980
SW
SW
PROPOSED RISING MAIN LINES
1200mmĆ AT 1500mm C/C SW
SW
SW
>>
SW
SW
SW
>>
>>
WEST FACING CONNECTION
SW
ST IKAU
>>
PROPOSED WASTEWATER PIPE LINE (RM)
>>
PROPOSED ELECTRICITY VECTOR LV
MT. EDEN PLATFORM
SW
>>
PROPOSED POTABLE
SW
10
SW
'41" BRG. = 24>>2Ā°41 >> m 8 61 3. 36 LEN. = /h km 60 V= >>
685+120
>>
685+100
>>
>>
>>
>>
684+960
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
6
5
2
1
R. 302.000 ARC 23.221
>>
3
13
MT. EDEN STATION
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 9 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750009
REVISION
001
ISO A1 594mm x 841mm
3 3
6
5
2
N
1
4
7
13
10 R. 302.000 ARC 23.221
4
9
12
11
R.
141.00 0 ARC 72.014
R.
141.0 00
ARC 89.39 7
14
8
1
LEGEND AR WYNY
2
DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK
D RD
PROPOSED TRACK CENTRELINE PROPOSED GRATED CESS DRAIN PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
>>
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE
X
X
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
5
PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED SCRUFFY DOME PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP
8
PROPOSED STORMWATER MEGAPIT
6 4
PROPOSED STORMWATER CATCHPIT
PRT-01 GRAVITY WALL
2
PROPOSED FIBRE VECTOR LINES
SW
SW
SW
685+200
SW
HAULTAIN
ST
PRT-01
PROPOSED FIBRE CHORUS LINES PROPOSED COMMS CHORUS LINES PROPOSED POTABLE PROPOSED WASTEWATER PIPE LINE (RM)
>>
PROPOSED RISING MAIN LINES
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CESS DRAIN (Ć500x300) PROPOSED CONCRETE CHANNEL PROPOSED GAS VECTOR
SW
685+120
685+140
PRT-02
SW
685+160
SW
685+180
SW
685+240
685+220
3
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
685+260
SOAKHOLES
PROPOSED ELECTRICITY VECTOR HV
SW
PROPOSED ELECTRICITY VECTOR LV 750mmĆ AT 900mm C/C 1200mmĆ AT 1500mm C/C
685+280
685+260
685+240
685+220
685+200
685+180
>>
>>
>>
685+160
685+140
>>
>>
>>
>>
>>
>>
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL 600mmĆ AT 750mm C/C 600mmĆ AT 750mm C/C + GI 750mmĆ AT 900mm C/C 750mmĆ CONTIGUOUS PILE 750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
1
1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C + GI
PRT-07
PRT-03
1200mmĆ AT 1350mm C/C
WEST FACING CONNECTION
6
SW
SW
SW
SW
SW
SW
SW
SW
SW
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
PORTERS' AVE FOOTBRIDGE
SW
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
SW
SW SW
GRAVITY WALL
SW 0
6.25
12.5 m
0
12.5
1:250
25 m
A1
A3
1:500
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
70
80
90
100mm
BATTER/CUT SLOPE
3
NOT FOR CONSTRUCTION SCALE
SIZE
AS SHOWN
A1
DESIGNED REVISIONS
CLIENT:
E PORTERS AV
SW
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 10 OF 13 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750010
REVISION
001
ISO A1 594mm x 841mm
8 6 3
6
5
2
1
4
N
2
7
13
12
11
0 ARC 72.014
R.
141.0 00
ARC 89.39 7
SW
SW
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
141.00
ST
9
R.
685+200
SW
HAULTAIN
PRT-01
14
8
LEGEND DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK PROPOSED TRACK CENTRELINE PROPOSED GRATED CESS DRAIN
SW
SW
685+120
685+140
PRT-02
SW
685+160
SW
685+180
SW
685+240
685+220
3
685+260
SOAKHOLES
10 R. 302.000 ARC 23.221
4
PRT-01 GRAVITY WALL
PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL
SW
>>
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE
685+280
PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED SCRUFFY DOME PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP PROPOSED STORMWATER MEGAPIT
SW
PROPOSED STORMWATER CATCHPIT PROPOSED FIBRE VECTOR LINES
PORTERS' AVE FOOTBRIDGE
6 SW
SW
SW
SW
SW
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
SW
SW
SW
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
PRT-07
WEST FACING CONNECTION SW
X
1
PRT-03
SW
685+260
685+240
685+220
685+200
685+180
685+160
685+140
>>
>>
>>
>>
>>
>>
>>
>>
>>
X
PROPOSED FIBRE CHORUS LINES
SW
PROPOSED COMMS CHORUS LINES
SW SW
PROPOSED POTABLE
E
SW
3
PORTERS AV
SW SW SW
4
PROPOSED WASTEWATER PIPE LINE (RM)
>>
PROPOSED RISING MAIN LINES
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CESS DRAIN (Ć500x300)
SW
PROPOSED CONCRETE CHANNEL PROPOSED GAS VECTOR
SW
PROPOSED ELECTRICITY VECTOR HV PROPOSED ELECTRICITY VECTOR LV SW
750mmĆ AT 900mm C/C 1200mmĆ AT 1500mm C/C SW
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL SW
600mmĆ AT 750mm C/C 600mmĆ AT 750mm C/C + GI
SW
2
750mmĆ AT 900mm C/C 750mmĆ CONTIGUOUS PILE 750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C 1050mmĆ AT 1200mm C/C + GI 1200mmĆ AT 1350mm C/C 750mmĆ AT 600mm C/C (HARD/SOFT SECANT) 900mmĆ AT 750mm C/C (HARD/SOFT SECANT) GRAVITY WALL
0
6.25
12.5 m
12.5 140-148
0
1:250
BATTER/CUT SLOPE
25 m
A1
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 11 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750011
REVISION
001
ISO A1 594mm x 841mm
10 3
6
4
7
13
10 9
11
R.
PRT-06
R. 302.000 ARC 23.221
N
14
5
2
1
141.00 0 ARC 72.014
R.
SOAKHOLES
141.0 00
ARC 7 89.39
685+340
685+320
685+300
685+280
685+354
14
8
12
LEGEND DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK PROPOSED TRACK CENTRELINE PROPOSED GRATED CESS DRAIN PROPOSED CESS DRAIN (Ć500x300) PROPOSED KERB & CHANNEL
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
>>
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE
SW
don
SW
SW
ned
PROPOSED STORMWATER MANHOLE EXISTING STORMWATER MANHOLE PROPOSED SCRUFFY DOME
SW
SW
SW
SW
SW
SW
SW
SW SW
SW
SW
PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP
SW
SW
SW
1A
SW
PROPOSED STORMWATER MEGAPIT
SW
PROPOSED FIBRE CHORUS LINES
RD
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE PROPOSED WASTEWATER PIPE LINE
NI
SW
ON
SW
SW
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT SW
SW
SW SW
= 71.12 mm = 40.00 mm = 31.12 mm
PROPOSED FIBRE VECTOR LINES SW
SW
SW
PROPOSED STORMWATER CATCHPIT SW
SW
S = 450.000 m N. = 23.451 m
>>
DO
SW
MI
(RM)
SW
SW
PROPOSED GAS VECTOR
SW
PROPOSED ELECTRICITY VECTOR HV
SW
SW
750mmĆ AT 900mm C/C 1200mmĆ AT 1500mm C/C TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
SW
SW
SW
SW
PROPOSED ELECTRICITY VECTOR LV
SW
SW
SW
SW
SW
SW
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED CONCRETE CHANNEL
SW SW SW
SW
SW
PROPOSED RISING MAIN LINES
PROPOSED CESS DRAIN (Ć500x300)
SW
SW
SW
SW
SW
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
SW
SW
ed
SW
X
ndo
SW
n Aba SW
SW
Aba
PRT-07
685+374
685+300
SW
SW
X
600mmĆ AT 750mm C/C
SW
600mmĆ AT 750mm C/C + GI 750mmĆ AT 900mm C/C SW
SW
750mmĆ CONTIGUOUS PILE
SW
3/1-9/1
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
SW
1050mmĆ AT 1200mm C/C
SW
1050mmĆ AT 1200mm C/C + GI 1200mmĆ AT 1350mm C/C
SW
750mmĆ AT 600mm C/C (HARD/SOFT SECANT) 900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
SW
GRAVITY WALL 0
6.25
12.5 m
0
12.5
1:250
BATTER/CUT SLOPE
25 m
A1
A3
NOT FOR CONSTRUCTION
1:500
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 12 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750012
REVISION
001
3
141.00
ARC 89.39 7
SW
SW
4
LEGEND
20 0+2
SW
10
44.09
SW
ARC
83
783.5 00
SW
EASTERN CROSSOVER STRUCTURE
DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK PROPOSED TRACK CENTRELINE
SW
PROPOSED GRATED CESS DRAIN
81
PROPOSED CESS DRAIN (Ć500x300)
SW
SW
PROPOSED KERB & CHANNEL
>>
SW SW SW
SW
SW
PROPOSED STORMWATER SUPERPIT PROPOSED STORMWATER SUMP
SW
SW
SW
SW
SW
SW
SW
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT PROPOSED FIBRE CHORUS LINES PROPOSED COMMS CHORUS LINES
SW
SW
SW
SW
SW
SW
SW
0
SW
SW
12
SW
SW
SW
PROPOSED POTABLE
SW
SW
ST FL 140
150
SW
160
SW
60
100mm
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
15
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
13
SW
SW
SW
10
GRAVITY WALL BATTER/CUT SLOPE
A3
NOT FOR CONSTRUCTION
REVISIONS 90
0+120
SW
SW
m
80
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
1050mmĆ AT 1200mm C/C + GI
SW
70
SW
SW
750mmĆ CONTIGUOUS PILE SW
SW
25
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. 60
750mmĆ AT 900mm C/C
1200mmĆ AT 1350mm C/C
SW
SW
SW
70 SW
SW
SW
SW
MT EDEN RD
SW
SCALE
SIZE
AS SHOWN
A1
DESIGNED
50
600mmĆ AT 750mm C/C + GI
1050mmĆ AT 1200mm C/C
SW
SW
SW
SW
SW
130
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW SW
SW
SW
W SSW
MC50SW SW
1:500
40
ER
SW SW
SW SW
SW
SW SW
SW
SW
1:250
TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
SW
SW
SW
12.5
750mmĆ AT 900mm C/C
SW
SW
SW
SW
SW
0 A1
1200mmĆ AT 1500mm C/C
0+140
SW
SW
SW
SW
SW
12.5 m
16
SW
SW
SW
6.25
PROPOSED ELECTRICITY VECTOR LV
600mmĆ AT 750mm C/C
SW
SW
T OCK S SHADD SW
SW
PROPOSED ELECTRICITY VECTOR HV
SW
SW
SW
SW
SW
PROPOSED GAS VECTOR
0
80
SW
SW
SW
SW
SW
SW
SW
43
SW
90
SW
SW
SW
SW
SW
4
SW
SW
SW
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK GENERAL ARRANGEMENT LAYOUT PLAN SHEET 13 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
NORTH AUCKLAND LINE
ZONE:
DRAWN
001
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED CONCRETE CHANNEL
10
OW
SW
SW
SW
SW
SW
PUMP STATION
PROPOSED RISING MAIN LINES
PROPOSED CESS DRAIN (Ć500x300)
120
SW
SW
SW
SW
SW
0+160
6
SW
(RM)
>>
8
2
PROPOSED WASTEWATER PIPE LINE
11 0
47
SW
PROPOSED FIBRE VECTOR LINES
SW
49
SW
PROPOSED STORMWATER CATCHPIT
0+180
SW
SW
SW
57
30
PROPOSED STORMWATER MEGAPIT
13 0
SW
SW
20
PROPOSED SCRUFFY DOME
SW
KIWIRAIL BOUNDARY
65
SW
SW
SW
SW
10
EXISTING STORMWATER MANHOLE
SW
SW
SW
SW
67-69
CLIENT:
0
PROPOSED STORMWATER MANHOLE
SW
SW
SW
ABANDONED STORMWATER PIPE PROPOSED RAIN GARDEN
SW
SW
0
X
SW
SW
SW
SW
PROPOSED STORMWATER PIPE X
71 SW
PROPOSED CATCH DRAIN (ĆV600x50) PROPOSED CONCRETE CHANNEL
75
73
SW
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg SW
SW
SW
SW
SW
8
R.
SW
SW
12
11
72.014
141.0
14
4
10 9
0 ARC
85
2
7
13 00
N
SW
6
4
SW
2
SW
SW
5
2
1
R.
40 2 + 0
SW
SW
4
R.
M
SW
ISO A1 594mm x 841mm
95
SW
SW
RD
R. 302.000 ARC 23.221
N
DE TE
16-18
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750013
REVISION
001
150 SW
SW
160
SW
SW
SW
SW
SW
SW
MT EDEN RD
SW
SW
SW
SW
SW
SW
SW
SW
SW
N
SW SW
SW
SW
SW
SW
7 89.39
SW
SW
ARC 31.079
SW
SW
SW SW
SW
SW
SW
SW
PROPOSED CONCRETE CHANNEL PROPOSED STORMWATER PIPE X
X
SW
SW
SW
SW
SW
0 SW
PROPOSED STORMWATER MEGAPIT
SW
PROPOSED COMMS CHORUS LINES PROPOSED POTABLE
SW
SW SW
SW
190
PROPOSED ELECTRICITY VECTOR LV 750mmĆ AT 900mm C/C 1200mmĆ AT 1500mm C/C TIE BACK ANCHOR 63.5mm @4000 C/C BST - 01 RETAINING WALL
SW
SW
200
PROPOSED GAS VECTOR
SW
SW
SW SW
FLOWE
SW
PROPOSED CONCRETE CHANNEL
SW
SW
600mmĆ AT 750mm C/C 600mmĆ AT 750mm C/C + GI
R ST
SW
750mmĆ AT 900mm C/C
0+
750mmĆ CONTIGUOUS PILE
2 3 00
SW
SW
SW
750mmĆ AT 900mm C/C + GI 900mmĆ AT 1050mm C/C 1050mmĆ AT 1200mm C/C
SW
SW SW
1050mmĆ AT 1200mm C/C SW
1050mmĆ AT 1200mm C/C + GI
4+
68
1200mmĆ AT 1350mm C/C
0
SW
SW
SW
SW
SW
SW
SW
2
11
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED ELECTRICITY VECTOR HV
SW SW
SW
SW
SW
SW
SW
MCF0 150
160 170
180
T US IKA
PROPOSED RISING MAIN LINES
PROPOSED CESS DRAIN (Ć500x300) SW
SW
SW SW
SW
>>
0
SW
SW SW
N
68 04++ 0720 00
(RM)
SW
6
130
PROPOSED WASTEWATER PIPE LINE SW
SW
140
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
0 68 +040 4+ 72 0
2
SW
PROPOSED FIBRE CHORUS LINES
SW
SW
10
16
12
SW
PROPOSED COMMS VECTOR LINES PROPOSED COMMS VODAFONE LINES PROPOSED COMMS AUCKLAND TRANSPORT
18
SW
SW SW
PROPOSED FIBRE VECTOR LINES SW
SW SW
SW
0+684 06 +7 0 40
SW
PROPOSED STORMWATER CATCHPIT
SW
SW
SW
PROPOSED STORMWATER SUMP
SW
SW SW
SW
SW
SW
PROPOSED STORMWATER SUPERPIT
76
SW
SW
4+
SW
SW
W
SW
S SW
PROPOSED SCRUFFY DOME
20
SW
68
ABANDONED STORMWATER PIPE
EXISTING STORMWATER MANHOLE
30
68
80
SW
SW
PROPOSED CATCH DRAIN (ĆV600x50)
PROPOSED RAIN GARDEN
SW
27
00
0 ARC
0 +78 684
40
SW
0+0
6
SW
SW
SW
560.00
>>
SW
SW
72.014
141.0 R.
SW
PROPOSED GRATED CESS DRAIN PROPOSED KERB & CHANNEL
SW
SW
SW
0 ARC
4
PROPOSED TRACK CENTRELINE
PROPOSED STORMWATER MANHOLE
SW
0
R.
44.09
KIWIRAIL DESIGNATION BOUNDARY EXISTING TRACK
SW
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\25-SKETCHES\CRL-NAL-DRN-LKA-SKE-130001.dwg
141.00
ARC
DESIGNATION CRL BOUNDARY
KIWIRAIL BOUNDARY
MCM
R.
00
LEGEND
PROPOSED CESS DRAIN (Ć500x300)
37
29-31
12
11
8
783.5
13
8
33
10 9
R.
10
SW
39
15
50
3
7
14
SW
7
5
0+120
SW
60
SW
9
6
5
13 SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
3 2
1
SW
SW
T
SW
70 SW
4
SW
SW
SW
OCK S
SHADD
SW
SW
SW
SW
SW SW
SW
SW
SW
SW
SW
SW
ISO A1 594mm x 841mm
SW
SW
SW SW
MC50SW SW
R. 302.000 ARC 23.221
SW
SW
SW
SW
SW
SW
SW
SW
43
SW
SW
SW
SW
2
750mmĆ AT 600mm C/C (HARD/SOFT SECANT)
12.5 m
SW
6.25
0
12.5
1:250
A3
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
BATTER/CUT SLOPE
NOT FOR CONSTRUCTION
1:500
CLIENT:
0
SW
25 m
A1
GRAVITY WALL
SW
SW
SW
0
SW
SW
SW
SW
SWW S
SW
900mmĆ AT 750mm C/C (HARD/SOFT SECANT)
OUTLINE PLAN APPROVED
PROJECT:
M. DRURY
TITLE:
S. PRAJAPATI 001
ISSUED FOR OUTLINED PLAN
REV
DESCRIPTION
MD
2020-04-30
CHECKED
DATE
APPROVED
DATE
M. MICHELLE
2020-04-30
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
DRAWN
GENERAL ARRANGEMENT LAYOUT PLAN SHEET 14 OF 14 PROJECT
DOCUMENT:
TREE / GRASS VERGE
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - ROA - LKA - SKE - 750014
REVISION
001
ISO A1 594mm x 841mm
30-40
26
CO
NC
22
5
CO 5
SW SW SW
XX+XXX
DESIGNATION CRL BOUNDARY KIWIRAIL DESIGNATION BOUNDARY STREET WORKS RAIL CORRIDOR
Ć300
SW
SW
NAL DOWN MAIN (MC10)
SW
Ć225
Ć375
STRUCTURE
Ć375
25-27
STATION PLATFORM
3
EAST LINK DOWN MAIN (MC50) SW
25 Ć2
5
SW
SW
SW
Ć2 2
Ć675
Ć12
SW
SW
SW
Ć150
5 Ć37
9+900
10+200
00 Ć3
SW
Ć150
10+300
32
SW
00
SW
1
NAL UP MAIN (MC40 )
TRACK CHAINAGE
28-30
Ć600
Ć375 Ć37 5
75
SW
CRL TRACK ALIGNMENT
1-59
Ć225
SW
SW
SW
Ć3
RD
RD NORMANBY
Ć450
SW
Ć600
SW Ć
5
MAJOR. CONTOURS
22
SW
50 Ć1
51-63
37
MINOR CONTOURS
NC
00
Ć3
LAUDER
5 22
24 Ć
N
SW
LEGEND
Ć300
50-FLAT
50-FLAT 50-FLAT 50-FLAT 50-CR
50-CR
50-CR 50-CR 50-CR
50-CR 50-CR 50-CR
50-CR
50-FLAT
SW
SW SW
50 19
Ć
SW
11
SW
SW
EAST LINK UP MAIN (MC60)
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
45
SW
R TE SAW W
0 15
Ć
14-20
SW
5 Ć82
41-43
12
15 Ć
SW
SW
0
50
25
Ć2
5-7
25 Ć2 Ć2
SW
SW
SW
Ć1
5
SW
Ć
37
Ć4
50
50 19 Ć
SW
SW
SW
00
19
12
SW
SW
1/17-9/17
10 SW
Ć3
SW
75
SW
SW
SW 25
TSW ST
4
Ć2
SW
50
SW
EN
Ć4
69
2
SW
85
D
Ć
10
0
10
SW
Ć
37
5
71
SW
NSUW G
2
83
EA TU ST NN LIN EL K SE UP CT MA IO IN N
SW
73
EXISTING GROUND PROFILE (GL) ON MC10 TRACK CENTRELINE
TP
BO ST ON R
P
00
0.0
MT
6
T 25 2.8
67
RD N E ED
SW
ST 9
16-18 4
SW
A U B U R N
25
20
8
13-15
Ć2
22
6
SW
65
11
24
25
0 Ć10
57
26
SW
SW
SSTW
21
5 22
50
Ć
Ć4
55
19
53
SW
Ć
49-51
SW
SW
SW
47
12-16
8
T2
SW
Ć300
SW
Ć825
Ć225
0 71 Ć 5 22 Ć
HE E
SW SW
10+200
28
0
39
Ć2000
Ć2000
35
NAL DOWN MAIN (MC10)
31-37
0
75
Ć
ę č®° ę č®°
SW
0
Ć1
AUBURN ST
27
SW
Last saved by: HAGMB2(2020-06-17) Last Plotted: 2020-06-17 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\20-SHEET\320 Drainage\CRL-NAL-DRN-LKA-DRG-222101
SW
SW
SW
3
3
10+300
50
3
3
3
3
3
3
Ć1950
Ć1950
50 19
SW
SW
SW
Ć
20
SW
Ć1
RD
SW
SW
SW
SW
SW
Ć1950
SW SW
Ć19
3
3
3
3
3
3
3
3
3
10+100
10+000
BOSTON
20
SW
SW
Ć750
JO INS S
50-FLAT 50-FLAT 50-FLAT
50-FLAT 50-CR
50-CR 50-CR
50-CR 50-CR 50-CR
50-CR 50-CR 50-CR
50-FLAT
SW
9+900
Ć375
SW
SW
SW
SW
SW
SW
Ć750
SW
50-FLAT
Ć375
50-CR
Ć305
50-CR
50
50-CR
Ć1
50-CR
SW
50-CR
Ć7 50
50-CR
217
50-FLAT
50-CR 50-CR 50-CR
50-CR 50-CR
50-CR 50-CR 50-CR 50-CR
50-FLAT
50-CR
Ć12 00
50-FLAT 50-FLAT
50-FLAT
50-CR
m 25 2.8 55.5 34
50-FLAT
g=
50-FLAT
Bn
50-FLAT
50-CR
10+100
10+000
50-FLAT
NORMANBY ROAD
NAL UP MAIN (MC40) TRACK PROFILE (INDICATIVE)
(M 70.0m
70.0m
68.0m
68.0m
66.0m
66.0m
NAL DOWN MAIN (MC10) TRACK PROFILE
64.0m
EAST LINK UP MAIN (MC60) TRACK PROFILE (INDICATVE)
FINISHED GROUND PROFILE ON MC10 TRACK CENTRELINE
62.0m
C6 0)
64.0m
EAST LINK DOWN MAIN (MC50) TRACK PROFILE (INDICATVE)
62.0m
1.93
2.07
68.42 66.15 10340
67.58 10320
60.05
67.78 10300
60.63
60.10
68.45
68.48
70.64 70.46
70.52
70.93
70.95 68.33
68.10 61.22 67.82 10280
67.79
67.70 10260
2.62
1.76 69.87
2.09 69.86 69.88 67.77
67.41 62.37 10240
61.80
2.31 67.41 69.73
2.48 69.53 62.94 67.05 10220
63.15
66.69 10200
9920
CHAINAGE MC10 TRACK CENTRELINE
9900
9880
TRACK PROFILE LEVEL (MC60)
67.05
63.51 66.69
69.49
69.76 66.33 64.07 10180
66.33
64.63 10160
65.98
2.79
3.43
4.01 69.99 69.92
4.19 69.96 65.78 65.18 10140
69.84
69.88
4.29 65.68 10120
65.98
65.79
70.09
70.32 66.03 66.16 10100
70.33
4.29
3.87 66.47 66.62 10080
TRACK PROFILE LEVEL (MC50)
66.94 67.09 10060
70.34
2.77 69.72
2.03 67.56 10040
67.41 69.44
1.84 67.88 68.03 10020
69.72
1.53 68.35 10000
69.89
1.14 69.96 68.82 9980
69.90
0.63 69.92 69.29 9960
69.87 69.63 9940
69.84
0.23
-0.02 69.75
-0.08
69.81 69.79
EXISTING GROUND LEVEL ON MC10 TRACK CENTRELINE
69.83
69.72
TRACK PROFILE (MC40) SIMILAR
69.74
TRACK PROFILE LEVEL (MC10)
69.73
CUT (+) / FILL (-) DEPTHS MC10 TRACK TO EXISTNG GL
69.66
-0.06
HAD = 60.00
LONGSECTION - MC10 - DOWN NAL SCALES: HOR 1:750 VERT 1:150 0
20.0
40.0
0
4.0
m
8.0 m
1:750
1:150
REVISIONS
CLIENT:
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
70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
OUTLINE PLAN
DESIGNED
APPROVED
DRAWN
M. DRURY
ISSUED FOR OUTLINE PLAN
REV
DESCRIPTION
APPROVED
2020-06-05
CHECKED
DATE
DATE
M. CHAN
2020-06-05
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
TITLE:
G. BENTLEY A00
PROJECT:
GENERAL ARRANGEMENT PLAN AND LONGSECTION: FINISHED CONTOUR SHEET 1 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - CIV - LKA - SKE - 100110
REVISION
A00
SW
SW
SW
SW
TP
00
SW
SW
75 Ć3
5 7 Ć3
SW
RD H RT NO W 25
NE
SW
.6
70
SW
SW
SW
m 93 .9 0.7 50 13 25 0 33 g= Bn
25
TP
SW
P 6T .52
77
Ć2
SW
SW
SW
SW
TP 26
25
5.1
SW
ST
Ć2
SW
Bn
50 Ć1
SW
m 27 0 5.9 0.00 5 -1
00 0.0
TP
SW
B
SW
.3 47 m 32 22 8 14 59.1
g=
SW
SW
JOINS SHEET 3
2m .98 1.3 21 41 4 2 33 g= Bn
SW
SW
SW
SW
3.4 03 m 2 3 00 15 76.0 = ng
SW
SW SW
SW
05 Ć3
0.0
TP
TP 25 7.7 10
SW
SW
15
Ć225
SW
SW JOINS SHEET 1
SW
SW 0 38.00 1m
SW
TP
15
00 .0 m -1 98 0.1
75 Ć3
FLOWER S T
SW
SW
8.9 SW SW
24
5.3
SW
SW
SW
SW
SW
SW
SW
SW
SW
5
SW
Ć
66-70
3
SW
NAL PLATFORM
NI
KA
U
SW
.8 07 30 0 m 61 7.60 7
Ć750
D
SW
SW
20
g=
SW
SW
TP
SW
Bn
SW
SW
29.63
SW
21
00 .0 m 00 10 .901 6
SW
SW
SW
TP
SW SW
SW
.9 44 15 m 60 96 g= 1.1 Bn 10
SW
.4 24 06 5 m 61 0.62 7
SW
g=
SW
Bn
FLOWER ST
SW
Ć450
SW
SW
SW
00 0.0 8 m 50 -2 6.92 2
SW
SW
SW
SW
SW
SW
97
SW
5 Ć22
TP
SW SW
0 Ć45
81
.7 80
SW
5.0
SW
SW
25
SW
SW
SW
5
SW
SW
TP
Ć375
54
7 Ć6
SW
9.1
25
97 m 38.3 44.5 31 257 Bng=
24
SW
SW
SW
SW
Ć2
9m .47 0 15 0.00 -4
ED EN R
SW
MT
.6 46 52 7 m 60 0.79 8
Ć22 5 Ć150
g=
Ć225
TP
00
72
SW
SW
74
SW
SW
SW 22
SW
SW
Ć225
SW
SW
3
5.8
SW
Ć 20
Bn
7.1 22
74
SW
38
SW
SW
m 07 .1 .5 27 67 21 5 23
25.62 2m 293 49 51 .7
Ć750
g=
37.056 m -200.000
Bng=
SW
Ć710 Ć225
Bn
5
SW
SW
RURU ST MT EDEN ROAD
70.0m
FLOWER ST
NAL DOWN MAIN (MC10) TRACK PROFILE
RURU ST 70.0m
68.0m
FINISHED GROUND PROFILE ON MC10 TRACK CENTRELINE
66.0m
64.0m
68.0m
NIMT DOWN MAIN (MC20) TRACK PROFILE (INDICATIVE) NIMT UP MAIN (MC30) TRACK PROFILE SIMILAR
NAL UP MAIN (MC40) TRACK PROFILE (INDICATIVE)
66.0m
CRL PLATFORM
64.0m
EAST LINK UP MAIN (MC60) TRACK PROFILE (INDICATVE)
62.0m
62.0m
-0.13 69.20 62.05 10660
69.33
-0.02 69.26 62.05 10640
10620
62.05
69.19
69.24
0.09 69.28
0.16 69.28 62.05 10600
69.05
69.12
62.05 10580
69.22
0.17
0.24 68.98 61.88 10560
TRACK PROFILE LEVEL (MC20) TRACK PROFILE (MC30) SIMILAR CHAINAGE MC10 TRACK CENTRELINE
69.22
0.30 69.21 68.91 10540
0.40 69.24 68.84 60.52 10520
68.77
68.70
69.05 62.26 10500
0.28
0.24 68.94 63.23 10480
0.22 68.85 64.01 68.63 10460
0.06 68.62 68.56 64.68 10440
-0.03 68.46 68.49 65.25 10420
0.02 68.43
68.45 65.76 10400
0.09 68.52 66.41
68.43 66.27 10380
-0.07 68.39 66.79
TRACK PROFILE LEVEL (MC60)
10360
EXISTING GROUND LEVEL ON MC10 TRACK CENTRELINE
67.25
68.48
TRACK PROFILE (MC40) SIMILAR
70.41
TRACK PROFILE LEVEL (MC10)
68.45
1.93
HAD = 60.00
CUT (+) / FILL (-) DEPTHS MC10 TRACK TO EXISTNG GL
10340
Last saved by: HAGMB2(2020-06-17) Last Plotted: 2020-06-17 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\20-SHEET\320 Drainage\CRL-NAL-DRN-LKA-DRG-222101
74 .26 86 8 m .00 0 SW
22
SW
83
SW
5
Ć22
LONGSECTION - MC10 - DOWN NAL 0
20.0
SCALES: HOR 1:750 VERT 1:150 0 4.0
40.0 m
8.0 m
1:750
1:150
REVISIONS
CLIENT:
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
SW
ST
16
2
SW
TP
0.0
2A 2
RI
SW
3
4
SW
SW
00
SW
SW
SW
SW
SW
EXISTING GROUND PROFILE (GL) ON MC10 TRACK CENTRELINE
SW
18
ST
RD
SW 05
Ć3
78 6
5-7
RA
5
SW
43
8
KO
6
ER
EN Ć225
7
SW
ED
10 0
34
47
SWW O
MT
SW
SW
Ć
SW
20
ST
9
S
28/10
SW
8
FL
SW
36
TP
7
5 Ć4
SW
82 1.3 12
SW
22-26
SW
10
10
31/10
SW
49
SW
S
SW SW
50
Ć1
AU SWIK N W
SW
SW
4
2
C DO D W SA SH
1/10-31/10
TP 00 0.0
SW
ST
SW
SWT
25 Ć2
6
57
40
38
SW 28
SW
67
SWK
SW
69
30
SW
5 30
SW
Ć150
75 42
TP
Ć
Ć450
73
22
.1
59
SW
W SSW
8
65
71
SW
SW
SW
13
T
SW
05
0 95 Ć1
Ć450
W SW S Ć3
ST
SW
11
SW
36-38
34
SW
SW
0
SW
B
SW
SW
15
NIMT DOWN MAIN (MC20)
SW
S W
SW
NIMT UP MAIN (MC30)
RUS
17
SW
10 12
SW SW W S SW SW
SW
SW
RU
SW
6
67-69
SW
88.752 TP
0
SW
4
21
16
SW
71
Ć200
RI RA KO
SW 73 10 2
SW
23
IK
0 TP
SW
25
SW
SW
N
SW
SW 15
0.00
75
14-20
SW
SW
SW
SW
16-18
SW
SW
2
SW
ST U A SW
TP
0 4
Ć4 5
27-29
81
SW
6
D OSTON R
31
SW
STATION PLATFORM
76
SW 26
SW
8
33
STRUCTURE
97 TP
0 +2
SW
P
50
12
.00
STREET WORKS RAIL CORRIDOR
38.3
SW
Ć1950
19
SW
9 Ć1
SW
76
SW
.8 53
Ć225
Ć1 00
10
EAST LINK UP MAIN (MC60) TUNNEL SECTION
16-18
SW
SW
STSW
Ć150
SW
SW
Ć1950
SW
0T
SW SW
DESIGNATION CRL BOUNDARY
SW
0
5 Ć4
A UR AH NG
SW
SW
83
ER SS T W
SW
SW
SW
0
WSAWT
Ć150
10+700
30
5
22
Ć
SW
SW
SW
28-36
SW
SW
Ć1950
21
RU RU
SW
85
SW
0 Ć195 Ć1950
Ć
SW
20
SW
KIWIRAIL DESIGNATION BOUNDARY
P
SW
5-7
P
TRACK CHAINAGE
3
10
CRL PLATFORM
SW
5T
00 T
SW
T
EAST LINK DOWN MAIN (MC50) TUNNEL SECTION
SW
2.8 2
0.0
MT EDEN STATION
SW
22
11 SW
T AS
95
96.241 m Bng= 193 13 23.2
K
SW
XX+XXX
10+600
SW
SW
TR
BA
SW
SW
Bn g= 21 2.82 73 5m 45 5.5
SW
24
K
LL
184.994 TP
152.904 TP
0 TP
AC
AB
ST
62.679 TP
26.26
SW
SL
97
23.4 35 -90. m 000
SW
00
Ć
C RA
CRL TRACK ALIGNMENT
10+500
25.62 2 TP
300 10+
28
SW
20
SW
RURU
26
SW
50
Ć7
MAJOR. CONTOURS
SW
SW
MINOR CONTOURS
Ć225
0.000 TP
0 Ć75
SW
SW
LEGEND
90.225 m Bng= 283 12 54.5
SW
SW
10+400
SW
NAL PLATFORM
SW
ISO A1 594mm x 841mm
59.73 Bng= 202 39 1 m 46.3
SW
SW
300 10+
25-27
NAL DOWN MAIN (MC10)
10+600
NAL UP MAIN (MC40)
SW
3
10+500
SW
10+700
10+400
SW
1
10
20
30
40
50
60
70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
OUTLINE PLAN
DESIGNED
APPROVED
DRAWN
M. DRURY
ISSUED FOR OUTLINE PLAN
REV
DESCRIPTION
APPROVED
2020-06-05
CHECKED
DATE
DATE
M. CHAN
2020-06-05
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
TITLE:
G. BENTLEY A00
PROJECT:
GENERAL ARRANGEMENT PLAN AND LONGSECTION: FINISHED CONTOUR SHEET 2 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - CIV - LKA - SKE - 100111
REVISION
A00
ISO A1 594mm x 841mm
3 4
7
30 5
11
560.18.11
13
MAJOR. CONTOURS
34
CRL TRACK ALIGNMENT
6 36
XX+XXX
BR
23
DESIGNATION CRL BOUNDARY
D
EN
25
TW
27
50-SW-ROLL
50-SW-ROLL
50-SW-ROLL
10+ 700
NAL UP MAIN (MC40)
OO D
KIWIRAIL DESIGNATION BOUNDARY
AV
E
STREET WORKS
29
RAIL CORRIDOR
9-11
NIMT UP MAIN (MC30)
7
31
6
4
5 SW
10+900
33
SW
STATION PLATFORM 14
HAULTAIN ST
11+000
100 CONC
SW
N ST
STRUCTURE
12
10
8
2
3
10+800
FENTO
TRACK CHAINAGE
38
5
50-SW-ROLL
MINOR CONTOURS
560.18.10
2
32
21 1
N
R WYNYARD
10+ 600
MOUNT EDEN STATION NAL PLATFORM
9
LEGEND
3
4
SW SW
11+100
SH EE T2
10+ 700
3
3
3
3
3
3
3
3
3
ę č®°
3
3
SW SW
SW
225
SW
SW
SW
IN IO N
RD
SW
SW
375
SW
150
SW
DO M
SW
PORTERS AVE
SW
300
2
SW
Bng= 235
67.507 m 21 27.1
Bng=
15.479 m -40.000
38.397 m 257 31 44.5
SW
SW
SW
300
SW
SW
300
SW
SW
SW
560.18.11
SW
SW
INS
d done 375
NAL DOWN MAIN (MC10) 3
560.18.10
Ć150
11+100
ed
JO
Aban SW
SW
SW
53.876 TP
38.397 TP
SW
1
SW
on
4
NIMT DOWN MAIN (MC20)
TP
SW
SW
SW
SW
1A
Aba nd
SW
SW
11+000
SW
SW
SW
SW
1
SW
560.18.11
SW
SW
Ć450
SW
121.382
SW
SW
3
SW
NGAHURA ST
ST
U SWNIKASW
SW
6
10+900
10+800
MOUNT EDEN STATION NIMT PLATFORM
11
3
č®°ę
10
SW
3
3
SW
SW
3
3
15
SW
3
SW
375
SW
SW
SW
SW Ć150
SW
22 5
3/1-9/1
SW 50-SW-ROLL
50-SW-ROLL
SW
Ć150 SW
Ć15
0 SW 560.18.11
560.18.10
130
NEW NO
RTH RD
120
560.18.11
560.18.10 560.18.11
560.18.10
112
FENTON STR.
EXISTING GROUND PROFILE (GL) ON MC10 TRACK CENTRELINE
PORTERS AV.
NAL DOWN MAIN (MC10) TRACK PROFILE
70.0m
70.0m
68.0m
68.0m
NAL UP MAIN (MC40) TRACK PROFILE (INDICATIVE)
66.0m
CRL PLATFORM
66.0m
64.0m
62.69
0.02 62.75 11140
62.77
0.04 63.04
63.00 11120
63.06
0.12 63.46 63.35 11100
63.44
-0.13 63.78 11080
66.19 64.23
11160
64.55
11060
63.65
1.96
2.65 67.32 64.68 11040
64.67
2.61 67.73 65.12 65.13 11020
3.12 68.69 65.57
10980
65.96
65.57
66.01 67.86
1.84
1.31 66.14 10960
66.46
66.09 10940
62.0m
LONGSECTION - MC10 - DOWN NAL SCALES: HOR 1:750 VERT 1:150 0
20.0
40.0
0
4.0
m
8.0 m
1:750
1:150
REVISIONS
CLIENT:
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
FINISHED GROUND PROFILE ON MC10 TRACK CENTRELINE
67.77
1.06 66.91 67.97
0.79 65.83 10920
65.36
65.30 10900
67.35
67.80
68.14
68.16
-0.08 68.15
68.16 64.77 10880
68.65 64.17 10860
68.25
68.41
-0.23
-0.40 68.58 63.57 10840
68.98
-0.62 68.62 62.97 10820
69.24
-0.72 68.71
68.72 62.47 10800
69.44
-0.82 68.74 62.17 10780
69.56
-0.62 69.00
69.00
62.05 62.06 10760
69.62
-0.56 69.14
62.05 10740
69.61 69.04
-0.33 69.20 62.05 10720
69.54
-0.26 69.21 69.47 62.05
CHAINAGE MC10 TRACK CENTRELINE
10680
TRACK PROFILE LEVEL (MC20) TRACK PROFILE (MC30) SIMILAR
10700
-0.09 62.05
EXISTING GROUND LEVEL ON MC10 TRACK CENTRELINE
69.40
69.20
TRACK PROFILE (MC40) SIMILAR
69.33
TRACK PROFILE LEVEL (MC10)
69.31
-0.13
HAD = 60.00
CUT (+) / FILL (-) DEPTHS MC10 TRACK TO EXISTNG GL
0.36
NIMT DOWN MAIN (MC20) TRACK PROFILE (INDICATIVE) NIMT UP MAIN (MC30) TRACK PROFILE SIMILAR
62.0m
11000
64.0m
10660
Last saved by: HAGMB2(2020-06-17) Last Plotted: 2020-06-17 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\20-SHEET\320 Drainage\CRL-NAL-DRN-LKA-DRG-222101
SW
140-148
136 134
10
20
30
40
50
60
70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
OUTLINE PLAN
DESIGNED
APPROVED
DRAWN
M. DRURY
ISSUED FOR OUTLINE PLAN
REV
DESCRIPTION
APPROVED
2020-06-05
CHECKED
DATE
DATE
M. CHAN
2020-06-05
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK NORTH AUCKLAND LINE
ZONE:
TITLE:
G. BENTLEY A00
PROJECT:
GENERAL ARRANGEMENT PLAN PLAN AND LONGSECTION: FINISHED CONTOUR SHEET 3 PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - CIV - LKA - SKE - 100112
REVISION
A00
Outline Plan of Works
F.2 Porters Avenue Overbridge
Page 57
| Mt Eden Main Works
N 2 1182
WY
cL
W1
BALUSTRADE STRUCT SETOUT
HULL STRUCT SETOUT
1190
1190
2
1 1182
P1
1
PY No. 3
KENNARDS SELF STORAGE
No. 5
STRUCT SETOUT
DE CK LEVEL
ROOF PLAN
2
2
3
1205
1200
4933-4.1 PERFORATED - ALUMINIUM BALUSTRADE SAFETY SCREEN PERFORATED 1 ALUMINIUM BALUSTRADE SAFETY SCREEN 1198 -POTENTIAL MANA WHENUA ARTIST DESIGN
3410-4.1 STRUCTURAL STEEL WORK - REFER TO STRUCTURAL ENGINEER PRECAST CONCRETE PLAZA STAIR
1200
ROOF PLAN
4m STAIR RUNOFF
STAIRS
WA WX
LIFT
1
1:100 FALL
CANOPY OVER
LL 1:100 FA
2
CANOPY BELOW
CANOPY OVER
1:80
WB
PB
RIDGE (HIGH POINT)
1181
LIFT
1:100 FALL
PX
1
BRIDGE
1151
PA
STAIRS
1181
1
WC
1181
LL 1:100 FA
CANOPY BELOW
CL
2
1152
2
3
1195
1191 6125AF-4.1 EXTERIOR MILD STEEL DECK TOPSIDE FLOWFAST RAPID CURING MMA SYSTEM
WYNYARD ROAD
PERFORATED ALUMINIUM BALUSTRADE SCREEN 5mm THICKNESS @ 1140mm CTRS TBC. FIXING AT 200 CRS, PERFORATED PATTERN TO BE DESIGNED WITH ARTIST, WITH ANTI-GRAFFITI COATING
2
3
2
1210
1210
1214
ROOF PLAN
DECK LEVEL
STRUCT SETOUT
PORTERS AVENUE
3410-4.1 STRUCTURAL STEEL WORK - REFER TO STRUCTURAL ENGINEER PLATE STEEL BALUSTRADE AND CLADDING
TO MT EDEN STATION
4m STAIR RUNOFF
4933-4.1 PERFORATED - ALUMINIUM BALUSTRADE SAFETY SCREEN
No. 6
No. 4
APARTMENTS
No. 1
1
1 : 125
Plan
BRIDGE DECK LEVEL - PLAN NOTE: ā¢ REFER TO 1400 SERIES FOR LANDSCAPE DRAWINGS ā¢ REFER TO CIVIL ENGINEERS AND LANDSCAPE FOR ALL SURFACE LEVELS, TREATMENTS AND DETAILS, EXCEPT FOR AROUND LIFT.
CO CK LA U ST N N AM CIL D P
AUCKLAND COUNCIL STAMP
Plot Date: 17/04/2020 2:57:05 p.m.
Office:
Filename:
ā¢ BRIDGE SOFFIT LEVEL IS GOVERNED / RELATIVE TO TRACK LEVEL AND ALIGNMENT ā¢ CURRENT LEVEL IS SET BY THE ALIGNMENT FILE: 'CRL_SYW_ARC_000_MD3_ALLIANCE ALIGNMENT_v1_R18.rvt; "CRL-SYW-ALI-CKAMOD-100001.Dwg" FOR CLEARANCE TO RHL'S AND OHLE
THESE DRAWINGS ARE FOR "BUILDING CONSENT/ CONSTRUCTION" CONDITIONAL ON COORDINATION AND INCLUSION OF ALL BUILDING CONSENT CONDITIONS RELATING TO THIS PROJECT. THESE DRAWINGS CANNOT BE USED FOR OFF-SITE FABRICATION AND/OR ON-SITE CONSTRUCTION UNTIL A BUILDING CONSENT HAS BEEN GRANTED AND ANY CONDITIONS OF THE CONSENT INCORPORATED IN THE CONSTRUCTION DOCUMENTATION SET. SHOULD THE CONTRACTOR PROCEED WITH OFF-SITE FABRICATION OR ON-SITE CONSTRUCTION PRIOR TO BUILDING CONSENT THEY DO SO AT THEIR OWN RISK. AURECON, JASMAX, AND MOTT MACDONALD WILL NOT BE HELD LIABLE.
LEGEND TRACK CENTRELINE DESIGNATION BOUNDARY BOUNDARY EXISTING BUILDINGS
FINAL STAGE C - FOR BUILDING CONSENT CLIENT
ORIGINAL SIZE
THESE DRAWINGS ARE FOR "BUILDING CONSENT/CONSTRUCTION" CONDITIONAL ON COORDINATION AND INCLUSION OF ALL BUILDING CONSENT CONDITIONS RELATING TO THIS PROJECT. THESE DRAWINGS CANNOT BE USED FOR OFF-SITE FABRICATION AND/OR SITE CONSTRUCTION UNTIL A BUILDING CONSENT HAS BEEN GRANTED AND ANY CONDITIONS OF THE CONSENT INCORPORATED IN THE FOR CONSTRUCTION DOCUMENTATION SET. SHOULD THE CONTRACTOR PROCEED WITH OFF-SITE FABRICATION OR ON-SITE CONSTRUCTION PRIOR TO BUILDING CONSENT THEY DO SO AT THEIR OWN RISK, JASMAX WILL NOT BE HELD LIABLE
REV C D E F G H J K
DATE 19-11-19 03-12-19 20-12-19 28-02-20 13-03-20 20-03-20 09-04-20 17-04-20
REVISION DETAILS 50% DETAILED DESIGN 60% DETAILED DESIGN PRELIMINARY - ISSUED FOR INFORMATION FOR PROCUREMENT ONLY DRAFT STAGE C DRAFT STAGE C FOR REVIEW WIP FOR LINK ALLIANCE ISSUED DETAILED DESIGN (STAGE C )
Internal Only Internal Only Internal Only Internal Only Internal Only External External
APPROVAL
SCALE
SIZE
As indicated
A1
DRAWN
Jasmax
BUILDING CONSENT FOR OUTLINE PLAN
KIWIRAIL DOCUMENT No. PROJECT
CITY RAIL LINK
APPROVED DATE
DESIGNED
AU
DISCLAIMER ALIGNMENT:
PORTERS AVENUE FOOTBRIDGE (BRIDGE 31B NAL) BRIDGE DECK LEVEL - PLAN
TITLE
Jasmax CHECKED B. RYDER
Jasmax
B. RYDER
DOCUMENT
PROJECT
ZONE
DISCIPLINE
ELEMENT
TYPE
SHEET
CRL
NAL
ARC
000
DRG
1102
REVISION
K
2 1182
WY
1
FOLDED WELDED STEEL CANOPY -SUPPORTED OFF CW- ZINC SPRAY - SHOP SPRAYED PAINTED LIGHT GREY REFER SPEC
W1
1182
P1
6745A ALTEX PROTECTIVE COATINGS STEELWORK- REFER TO ENGINEER
TOP OF LIFT PARAPET
WYNYARD ROAD
POWDERCOATED ALUMINIUM ROOF FULLY WELDED WITH UPSTANDS ON INSULATED METAL PANEL SUBSTRATE TO FALLS
FOLDED WELDED STEEL CANOPY -SUPPORTED OFF CW- ZINC SPRAY - SHOP SPRAYED PAINTED LIGHT GREY REFER SPEC
BRIDGE HULL FLOOR - NON-SLIP HIGHBUILD COATING WITH COLOURED QUARTZ - REFER SPECIFICATION
FFL 81070
PY
CW - TOUGHENED LAMINATED GLAZED CURTAIN WALL TO LIFTSHAFT, WHITE CERAMIC FRIT TO SURFACE -POTENTIAL MANA WHENUA ARTIST
CW - TOUGHENED LAMINATED GLAZED CURTAIN WALL TO LIFTSHAFT, WHITE CERAMIC FRIT TO SURFACE -POTENTIAL MANA WHENUA ARTIST
500
2000
2
1302
PORTERS AVENUE
1800
2000 RL 76400
FFL 76350
RL 76400
BRIDGE LEVEL
FFL 70000
OHLE FALL ZONE
WYNYARD ROAD LEVEL
LIFT PIT
8000 4660
LIFT THRESHOLD RL 70050
8000
OHLE ZONE
7250
LIFT
PANTOGRAPH ZONE
PANTOGRAPH ZONE
OHLE FALL ZONE
OHLE ZONE
LIFT SHAFT
4660
FOLDED WELDED STEEL CANOPY -SUPPORTED OFF CW- ZINC SPRAY - SHOP SPRAYED PAINTED LIGHT GREY
FABRICATED PAINTED STEEL PIER SHROUD - REMOVABLE FOR MAINTENANCE ACCESS
LIFT SHAFT
LIFT
TOP OF TRACK (TBA)
TOP OF TRACK (TBA)
PERFORATED ALUMINIUM BALUSTRADE SCREEN 5mm THICKNESS @ 1140mm CTRS TBC. FIXING AT 200 CRS, PERFORATED PATTERN TO BE DESIGNED WITH ARTIST, WITH ANTI-GRAFFITI COATING
MIMIC
LIFT THRESHOLD RL 68425
FFL 67975 (TBC)
PORTERS AVENUE LEVEL
4000
4000
LIFT PIT
EQEQ
EQEQ
FOLDED WELDED STEEL CANOPY -SUPPORTED OFF CW- ZINC SPRAY - SHOP SPRAYED PAINTED LIGHT GREY
C L
C L
LIFT SUMP BY HYDRAULICS TRACK AND TRENCH LOCATION AND ELEVATION - VERIFIED BY OTHERS
Long Section
DISCLAIMER ALIGNMENT:
OVERALL LONG SECTION - LIFTS 4211TS-4.22 GLASS -FLUSH SINGLE GLAZE- TYPE ATOUGHENED HEAT SOAKED LAMINATED SINGLE GLAZED GLASS
WY
4211TS-4.25 INCORPORATED ELEMENTS MECHANICAL LOUVRES CW - TOUGHENED LAMINATED GLAZED CURTAIN WALL TO LIFTSHAFT, WHITE CERAMIC FRIT TO SURFACE -POTENTIAL MANA WHENUA ARTIST
2
1
1182
1182
W1
P1 4911-4.4 STEEL METALWORK DOWNPIPE ACCESS CONDUIT FOLDED WELDED STEEL CANOPY -SUPPORTED OFF CW- ZINC SPRAY - SHOP SPRAYED PAINTED LIGHT GREY REFER SPEC
FFL 81070
TOP OF LIFT PARAPET
WYNYARD ROAD 3130-4.2 PRECAST CONCRETE STAIR - REFER TO STRUCTURAL ENGINEERS PRECAST CONCRETE STAIR. SURFACE COATED WITH FLOWCRETE FOR NON-SLIP
FFL 76350
PY
ā¢ BRIDGE SOFFIT LEVEL IS GOVERNED / RELATIVE TO TRACK LEVEL AND ALIGNMENT ā¢ CURRENT LEVEL IS SET BY THE ALIGNMENT FILE "CRL-SYW-ALI-MD3-PUB-PTA-ALIGNMENT DR9.Dwg" AND ā¢ EMAIL FROM AURECON @ 9THDEC 2019 CONFIRM BRIDGE SOFFIT LEVEL SET AT RL74.85m
SECTION JOG LINE
1101
1 : 125
SECTION JOG LINE
1
PORTERS AVENUE
BRIDGE LEVEL
4933-4.1 PERFORATED - ALUMINIUM BALUSTRADE SAFETY SCREEN 4924-4.4 STAINLESS STEEL - HANDRAILS AND BALUSTRADES
FFL 70000
OHLE ZONE
SERVICES ENCLOSURE
FABRICATED PAINTED STEEL PIER SHROUD - REMOVABLE FOR MAINTENANCE ACCESS
OHLE ZONE
3415-4.1 STEELWORK- REFER TO STRUCTURAL ENGINEER
3130-4.2 PRECAST CONCRETE STAIR - REFER TO STRUCTURAL ENGINEERS
FABRICATED PAINTED STEEL PIER SHROUD - REMOVABLE FOR MAINTENANCE ACCESS
SERVICE RISER
PAVEMENT SURFACE REFER TO LANDSCAPE DRAWINGS
WYNYARD ROAD LEVEL
SIGNAL ROOM
FFL 67975 (TBC)
PORTERS AVENUE LEVEL
EXTERNAL CONDENSER UNITS
SERVICES TO COORDINATE WITH FOOTING
AUCKLAND COUNCIL STAMP
Long Section
Plot Date: 17/04/2020 2:59:42 p.m.
Office:
THESE DRAWINGS ARE FOR "BUILDING CONSENT/ CONSTRUCTION" CONDITIONAL ON COORDINATION AND INCLUSION OF ALL BUILDING CONSENT CONDITIONS RELATING TO THIS PROJECT. THESE DRAWINGS CANNOT BE USED FOR OFF-SITE FABRICATION AND/OR ON-SITE CONSTRUCTION UNTIL A BUILDING CONSENT HAS BEEN GRANTED AND ANY CONDITIONS OF THE CONSENT INCORPORATED IN THE CONSTRUCTION DOCUMENTATION SET. SHOULD THE CONTRACTOR PROCEED WITH OFF-SITE FABRICATION OR ON-SITE CONSTRUCTION PRIOR TO BUILDING CONSENT THEY DO SO AT THEIR OWN RISK. AURECON, JASMAX, AND MOTT MACDONALD WILL NOT BE HELD LIABLE.
FINAL STAGE C - FOR BUILDING CONSENT CLIENT
ORIGINAL SIZE
THESE DRAWINGS ARE FOR "BUILDING CONSENT/CONSTRUCTION" CONDITIONAL ON COORDINATION AND INCLUSION OF ALL BUILDING CONSENT CONDITIONS RELATING TO THIS PROJECT. THESE DRAWINGS CANNOT BE USED FOR OFF-SITE FABRICATION AND/OR SITE CONSTRUCTION UNTIL A BUILDING CONSENT HAS BEEN GRANTED AND ANY CONDITIONS OF THE CONSENT INCORPORATED IN THE FOR CONSTRUCTION DOCUMENTATION SET. SHOULD THE CONTRACTOR PROCEED WITH OFF-SITE FABRICATION OR ON-SITE CONSTRUCTION PRIOR TO BUILDING CONSENT THEY DO SO AT THEIR OWN RISK, JASMAX WILL NOT BE HELD LIABLE
REV B C D E F G H J
DATE 01-11-19 19-11-19 03-12-19 20-12-19 13-03-20 20-03-20 09-04-20 17-04-20
REVISION DETAILS 25% DETAILED DESIGN 50% DETAILED DESIGN 60% DETAILED DESIGN PRELIMINARY - ISSUED FOR INFORMATION DRAFT STAGE C DRAFT STAGE C FOR REVIEW WIP FOR LINK ALLIANCE ISSUED DETAILED DESIGN (STAGE C )
Internal Only Internal Only Internal Only Internal Only Internal Only Internal Only External External
APPROVAL
SCALE
SIZE
1 : 125
A1
DRAWN
Jasmax
BUILDING CONSENT FOR OUTLINE PLAN
KIWIRAIL DOCUMENT No. PROJECT
CITY RAIL LINK
APPROVED DATE
DESIGNED
CO CK LA U ST N N AM CIL D P
TRACK AND TRENCH LOCATION AND ELEVATIONS - VERIFIED BY OTHERS
OVERALL LONG SECTION - STAIRS
Filename:
1101
1 : 125
AU
2
PORTERS AVENUE FOOTBRIDGE (BRIDGE 31B NAL) OVERALL LONG SECTIONS
TITLE
Jasmax CHECKED B. RYDER
Jasmax
B. RYDER
DOCUMENT
PROJECT
ZONE
DISCIPLINE
ELEMENT
TYPE
SHEET
CRL
NAL
ARC
000
DRG
1181
REVISION
J
Outline Plan of Works
F.3 Mt Eden Station and NAL Overpass
Page 58
| Mt Eden Main Works
ISO A1 594mm x 841mm
1
2
N T
4
6
LEGEND DEMARCATION LINE (C3 /C5) DESIGNATION ABOVE GROUND
AK IRA HO
PL AT FO F
A
5
RD
RM
M
N E ED
3
STATION OUTLINE
ST
A
NA L
O
MT EDEN ROAD BRIDGE WORKS OVER TRACKS
DESIGNATION BELOW GROUND
EN D
AB O
BE
VE
LO W
STAIR & BRIDGE FROM NAL PLATFORM TO MT EDEN ROAD BRIDGE
ST
EX T
NA L
NA L
EN SI ON
PL
AT FO PL RM AT FO SU RM RF AC SU E RF AC E
PL AT FO RM
CA NO PY
(40 .M TE .04 0)
EX TE N
SI ON
RU RU
NA L
UNDER CRL PLATFORM SURFACE
B
ABOVER CRL PLATFORM SURFACE
FL OW
ER
EN DN AL OF PL AT FO RM
ST
B
STAIR & PATHWAY FROM NAL PLATFORM TO FENTON STREET BRIDGE FENTON ST BRIDGE
SHADDOCK ST
STATION BUILDING
RURU ST BRIDGE
END OFCRL PLATFORM
END OF CANOPY
ION
UNDER CRL PLATFORM SURFACE ABOVER CRL PLATFORM SURFACE
NGAHURA ST
ENS T X E T S NIKAU RURU ST
UNDERGROUND TRACKS/TUNNELS TO KARANGAHAPE STATION
KORARI ST
U ST A K I N
ON S T
C
NIKAU ST
FLOWER ST
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KORARI ST EXTENSION
FLOWER ST
C
VENTILATION BUILDING
FENT
NOT FOR CONSTRUCTION OUTLINE PLAN SHEET TITLE
MT. EDEN STATION LOCATION PLAN
D
ISSUE DATE
11/06/2020
SHEET NUMBER
SCALE
1 : 500@ A1
CRL-MTE-ARC-LKA-SKE-700050 10
20
30
40
50
60
70
80
90
100mm
D
ISO A1 594mm x 841mm
1
2
3
4
5
6
N
v2
v3
A
v4
TRS. LEN. 35.000m
R00
E56
3005
M70
CT P 684+980 1 0 +6 71 . 5 78
E40
S 684+976.856
10 + 66 0
4000
T30.B1
D81
1 SKE-703004
H06 BRG 242Ā°41'41" LEN. 112.877m F20
vB
684+960
R50
684+940
684+920
684+900
684+880
S 684+863.979
684+860
684+840
vA
3 SKE-703005
75
v1
TRS. LEN. 20.000m
A
cA
V00.B1
M75
vC
75
F26
TRS. LEN. 35.000m
vD R61
R60
c2
c3
7100
c6
c7
B
c8
685+100
CTP 685+095.1 96 10+780
685+080
R A D I US 1 80.0 0 0 m ARC LE N . 31.0 12m
R51
c5
S 685+075.1 96 10+760
685+040
R62
c4
685+060
CTP 1 0 + 71309+.67S40685+055.196 99
10+ 720 CTP 685+035.1 96
R63
685+020
685+000
TR S . LEN . 5 0.0 00m
10 + 68 0
TRS. LEN. 20.000m
RADIUS 634.000m ARC LEN. 38.339m
TRS. LEN. 70.000m
1 0 +6 7 1 .57 8
C
CTP 684+996.856
CT P 684+980
S 684+976.856
10 + 66 0
684+960
1 SKE-703004
c1
7100
685+000
Scale: 1 : 250
6650
684+980
CRL PLATFORM LEVEL - PART 1
6650
684+960
684+940
684+920
684+900
S 684+887.770
852.770 CTP 684+
684+860
684+880
B
C ROOM COLOUR LEGEND
TRS. LEN. 20 .000m
FOH (FRONT OF HOUSE) - A00
5000
RADIUS 530.000m ARC LEN. 28.771m
RADIU S 2 20.00 0m A RC L E N. 51 .105m
RAIL SYSTEMS (C7) - R00 & K00
c17
c18
685+120
c16
10+780
c15
CTP 10+7 72.683
c14
TRS. LEN. 49.000m
2500
BOH PLANTROOMS (SERVICES) - C00, E00, F00, H00 & M00 FIRE EVACUATION ā G00
685+100
c13
BOH (STAFF ACCOMODATION) - B00 & D00
CIRCULATION ā S00 & V00
10+76 0
c12
685+080
c11
SECONDARY REVENUE - J00
TUNNEL VENTILATION SYSTEMS - T00
10+7 40
Scale: 1 : 250
c10
cA
BRG 242Ā°41'41" LEN. 363.618m
685+060
CRL PLATFORM LEVEL - PART 2
c9
C T P 10+ 1 7 0 2 + 1 720 .578
D
c8
2000
685+040
c7
TRS. LEN. 20 .000m
10+ 7 00
c6
BRG 247Ā°58'0 0" LEN. 20.0 00m
F21
685+020
685+000
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2550
c19
AVAILABLE ā Z00
NOT FOR CONSTRUCTION OUTLINE PLAN SHEET TITLE
MT. EDEN STATION FLOORPLAN - CRL (PLATFORM) ISSUE DATE
SCALE
11/06/2020
1 : 250@ A1
SHEET NUMBER
CRL-MTE-ARC-LKA-SKE-703003 10
20
30
40
50
60
70
80
90
100mm
D
ISO A1 594mm x 841mm
1
2
3
4
5
6
A
A
ROOF STA 82075 ROOF STA BOH 79300 L1 STA 75460
ROOF NAL 74510 NAL PLATFORM 70010 NAL TOR 69260 NAL UNDERPLATFORM 68610
L0 STA CONCOURSE 70000 ROOF CRL 67298 B1 CRL PLATFORM 62798 CRL TOR 62048 B2 CRL UNDERPLATFORM 61348
EAST ELEVATION Scale: 1 : 250
B
B
1 SKE-702002
F
cA
2 SKE-701005
E
D
C
B
A
ROOF STA 82075 ROOF STA BOH 79300 L1 STA 75460
C
ROOF NAL 74510 NAL PLATFORM 70010 NAL TOR 69260 NAL UNDERPLATFORM 68610
L0 STA CONCOURSE 70000 ROOF CRL 67298 11/06/2020 6:38:24 pm Last Saved: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-MTE-ARC-LKA-MOD-155101.rvt Filename:
C
B1 CRL PLATFORM 62798 CRL TOR 62048 B2 CRL UNDERPLATFORM 61348
WEST ELEVATION Scale: 1 : 250
3 SKE-701005
NOT FOR CONSTRUCTION OUTLINE PLAN SHEET TITLE
D MT. EDEN STATION EAST AND WEST ELEVATIONS
D
ISSUE DATE
11/06/2020
SHEET NUMBER
SCALE
1 : 250@ A1
CRL-MTE-ARC-LKA-SKE-704001 10
20
30
40
50
60
70
80
90
100mm
ISO A1 594mm x 841mm
1
2
3
4
2 SKE-702002
A
1 SKE-701006
c1
c2
5
1 SKE-701005
c3
6
1 SKE-703004
c4
c5
c6
c7
c8
A
c9
ROOF CRL 67298 B1 CRL PLATFORM 62798
B
B
NORTH ELEVATION
Scale: 1 : 250
3 SKE-703005
ROOF STA 82075 ROOF STA BOH 79300
C
C
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L1 STA 75460 ROOF NAL 74510 L0 STA CONCOURSE 70000 NAL TOR 69260 NAL UNDERPLATFORM 68610
SOUTH ELEVATION Scale: 1 : 250
NOT FOR CONSTRUCTION OUTLINE PLAN SHEET TITLE
MT. EDEN STATION SOUTH AND NORTH ELEVATIONS D
D
ISSUE DATE
11/06/2020
SHEET NUMBER
SCALE
1 : 250@ A1
CRL-MTE-ARC-LKA-SKE-704002 10
20
30
40
50
60
70
80
90
100mm
Outline Plan of Works
F.4 Ventilation Building
Page 59
| Mt Eden Main Works
ISO A1 594mm x 841mm
1
2
3
4
5
E16 VIEW SHAFT
6
E10 VIEW SHAFT
68.5
A
v3v4 v3v4 v4 v3
SFP MIMIC
GFP
vB
cA
vC
vD vD
vC
vB
E20 VIEW SHAFT
21m Height Boundary (Rolling Height Method)
B
vB vB cA vC vC
cA
vD vD
.5 69
v1v2 vA
A
vA vA
69 .0
vA vB vC vD
v1v2 v1v2 v2 v1
v3v4
VIEW SHAFT PLAN
vA
Scale: 1 : 500
E20 VIEW SHAFT 21m Height Boundary (Average Ground Level Method)
21m Height Boundary (Average Ground Level Method)
21m Height Boundary (Rolling Height Method) TOP OF PARAPET VB 89388
3795
4500
TOP OF PARAPET VB 89388
B
L3 VB 84888
L3 VB 84888
2 222004
L2 VB 80038
4850
2 SKE-700124
L2 VB 80038
4575
4850
cA
L1 VB 75188
L1 VB 75188
L0 VB 70688
L0 VB 70688
C
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4500
C
TL VB 67713
TL VB 67713 ROOF CRL 67298
ROOF CRL 67298
NOT FOR CONSTRUCTION OUTLINE PLAN SHEET TITLE CRL TOR 62048
D
VIEW SHAFT - VENTILATIONBUILDING Scale: 1 : 100
CRL TOR 62048
VIEW SHAFT - VENTILATIONBUILDING 1 Scale: 1 : 100
MT. EDEN STATION VENTILATION BLDG - SECTIONS VIEW SHAFT ISSUE DATE
11/06/2020
SHEET NUMBER
SCALE
As indicated@ A1
CRL-MTE-ARC-LKA-SKE-702015 10
20
30
40
50
60
70
80
90
100mm
D
Outline Plan of Works
F.5 Mt Eden Station Trough and CRL Platform
Page 60
| Mt Eden Main Works
ISO A1 594mm x 841mm
1
2
3
4
5
6
D
A
A
cA 17898 TROUGH WALL WIDTH (MIN)
2000
2900
12600 CL TO CL
4790
CRL33
TRACK CENTER TO GRIDLINE D
2800
2900
2000
4690
100
LIFTWELL DEPTH
L1 STA 75460
2641
B
B 2657
700
2000
280
2361
1520 CLR06
2000
CRL18
2657 1577
1561
800
1076
CRL08
280
ROOF CRL 67298
CRL 24
7202 CLEAR HEADROOM
1520 CRL06
CRL18 800
L0 STA CONCOURSE 70000
C
C 3030 (2500 MIN)
SET DOWN REQ. 150
SERVICE ROUTE A
1450
B1 CRL PLATFORM 62798
400
SERVICE ROUTE B
1850 PIT DEPTH REQ.
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TO COLUMN (MR 1771)
CRL TOR 62048 B2 CRL UNDERPLATFORM 61348
2800 LIFT PIT CRL29
NOT FOR CONSTRUCTION 2800
CRL SECTION THROUGH CONCOURSE AND PLATFORM Scale: 1 : 50
OUTLINE PLAN SHEET TITLE
MT. EDEN STATION D
CRL PLATFORM SECTION - LIFT + RISER ISSUE DATE
11/06/2020
SHEET NUMBER
SCALE
1 : 50@ A1
CRL-MTE-ARC-LKA-SKE-703005 10
20
30
40
50
60
70
80
90
100mm
D
Outline Plan of Works
F.6 NAL Platform
Page 61
| Mt Eden Main Works
2
S 10+4 4 0 27 10+.8 440
N
3
4
n17 S 10+4 4 0 18 00 +.6 48 0
n14
7100
7100
n13
7100
n12
7100
n11
7100
6
n10
7100
10+580
F25
F22
5
10+560
850
n15
10+540
10+520
BRG 282 Ā°53'51" L EN. 39.81 3m
n16
7100
10+05+005.60400
10+460
A
CTP 1
ISO A1 594mm x 841mm
1
TRS. LEN. 20.000m
1500
A
RADIUS 930.000m ARC LEN. 168.047m
TRS. L E N . 20.0 00m
CTP 1 0 + 4 42.37 4 10+4 40
R52
nC CTP 1 0 + 462.3 74 10+4 60
nB 10+48 0
nA
10+580
0+ 40 0
10+560
10+540
10+520
10+500
B
RADIUS 715.000m ARC LEN. 209.204 m
B
L E N. 37 3 .60 9m
NAL - PLATFORM LEVEL - PART 1 n13
n12 7100
R A DIU S
17 3 .70 0m
n14
AR C
Scale: 1 : 250
n11 7100
n10 7100
n9 7100
n8 7100
n7 6500
3475
n6
n5 17150
n4 6625
6500
n2 7100
n1 7100
1 SKE-703006
10+680
10+660
10+640
10+620
10+600
10+580
10+560
CTP 10+668.687
1 SKE-703007
n3
F24 40.000m TRS. LEN. RADIUS 930.000m ARC LEN. 168.047m
C D80
3200
R53
6.8 99 4+ 68
V01.L0
F23
nB
ROOM COLOUR LEGEND
C
FOH (FRONT OF HOUSE) - A00 SECONDARY REVENUE - J00 BOH (STAFF ACCOMODATION) - B00 & D00
nA
BOH PLANTROOMS (SERVICES) - C00, E00, F00, H00 & M00 CIRCULATION ā S00 & V00
RADIUS 715.000m ARC LEN. 209.204 m
FIRE EVACUATION ā G00 RAIL SYSTEMS (C7) - R00 & K00
S
TUNNEL VENTILATION SYSTEMS - T00
10+680
AVAILABLE ā Z00
0m .00 20 N. LE S. TR
0 96 4+ 68
78 CTP 10+671.5
0 98 4+ 68 56 6.8 97 4+ 68
10+660
10+640
10+620
10+600
10+580
10+560
11/06/2020 6:33:21 pm Last Saved: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-MTE-ARC-LKA-MOD-155101.rvt Filename:
0 00 5+ 56 68
P CT
E54 D58
nC
NOT FOR CONSTRUCTION OUTLINE PLAN SHEET TITLE
D
NAL - PLATFORM LEVEL - PART 2
MT. EDEN STATION FLOORPLAN - NAL (PLATFORM)
Scale: 1 : 250
ISSUE DATE
SCALE
11/06/2020
1 : 250@ A1
SHEET NUMBER
CRL-MTE-ARC-LKA-SKE-703001 10
20
30
40
50
60
70
80
90
100mm
D
Outline Plan of Works
F.7 Normanby Grade Separation
Page 62
| Mt Eden Main Works
ISO A1 594mm x 841mm
N
NMB-05 WALL BOTH SIDES OF BRIDGE (REFER NOTE 3)
K DO
MAIN (MC1
LIN EAST
IN EXIST IN WN MA NAI DO
C40) IN (M P MA NAL U
TEMPORARY SERVICES BRIDGE SHOWN INDICATIVELY ONLY
MINIMUM CLEARANCE FROM TEMPORARY SERVICES BRIDGE FOR CONSTRUCTION.
BST RETAINING WALL (REFER TO NOTES 9 & 10)
2 100015
5 060 100
4 100017
17314
EL: 72.8
1
EL: 70.8
2
8326
BARRIER FOOTPATH
CYCLE LANE
SHOULDER
VEHICLE LANE
C LBRIDGE MEDIAN (TAPERING FROM NORTH END)
NORMANBY ROAD VEHICLE LANE (WIDENING TOWARDS INTERSECTION)
SHOULDER CYCLE LANE
FOOTPATH
BARRIER
1 100010
17314
LAUDER ROAD
EL: 71.0
7
7510
LEGEND DESIGNATION BOUNDARY KIWIRAIL BOUNDARY PROPERTY BOUNDARY
BRIDGE LAYOUT PLAN
NOT FOR CONSTRUCTION
SCALE: 1:100(A1) - 1:200(A3)
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.
CREATOR ID : CRL_NAL_400_00_LKA_DRG_100005
10
20
30
40
50
60
70
80
90
100mm
SIZE A1
OUTLINE PLAN APPROVED
PROJECT:
A01 ISSUED FOR STAGE A A00 INTERNAL REVIEW DESCRIPTION
A. BURFORD
TITLE:
AB
2019.11.25
R.Z. CORDER
AB
2019.11.15
CHECKED
DATE
APPROVED
DATE
M. ADDIS
2019-11-25
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 NORMANBY ROAD BRIDGE BRIDGE 28 (NAL) GENERAL ARRANGEMENT PLAN PROJECT
DOCUMENT:
NOTE THE EXISTING GROUND SURFACE LEVELS USED FOR DESIGN ARE BASED ON INCOMPLETE SURVEY PROVIDED FOR THE REFERENCE DESIGN AND INCLUDE SECTIONS OF LASER SCANNING & LIDAR. COORDINATES ARE IN TERMS OF MT EDEN GEODETIC 2000 DATUM.
NORTH AUCKLAND LINE
ZONE:
K. SEYB DRAWN
REV
COMPANY NUMBER : 6267870
SCALE AS SHOWN
DESIGNED REVISIONS
CLIENT:
0
N NAL DOW
AIN (M WN M
C50)
Last saved by: RCO191(2019-11-26) Last Plotted: 2019-11-26 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\20-SHEET\400 Structural\CRL-NAL-STR-LKA-DRG-100005.dwg
32
P MAIN N AL U
100016
EXIST
ING
G
32 NORMANBY ROAD
3
NMB-06 WALL (REFER NOTE 3)
0)
NMB-04 WALL (REFER NOTE 3)
ZONE
DISCIPLINE
ORGANISTION
TYPE
CRL - NAL - STR - LKA -- SKE
SHEET
100005
REVISION
A01
ISO A1 594mm x 841mm
7510
17314
EXISTING OLE
BARRIER
ELECTRIFICATION SCREEN TO BE INTEGRATED INTO THE URBAN DESIGN
BRIDGE BEAM
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FINISHED GROUND PROFILE AT NORMANBY ROAD BRIDGE
APPROX 7% LONGFALL
1075
348
NAL DOWN MAIN EXISTING
342
NAL UP MAIN EXISTING
TOP OF SURFACING
NAL DOWN MAIN (MC10)
5000 MIN
1000
1000 1000
EXISTING PIPE LOWERED AND REPLACED
TRACK SLAB NOT INDICATED.
EXISTING PIPE
1 100005
10
20
NOT FOR CONSTRUCTION
TYPICAL ELEVATION SCALE: 1:50 (A1) - 1:100 (A3)
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.
30
40
50
60
CREATOR ID : CRL_NAL_400_00_LKA_DRG_100010 70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
DESIGNED REVISIONS
FOR REVIEW P01
--1:100
TOP OF RAIL 65.81
64.85
0
NAL STR C7
EAST LINK DOWN MAIN (MC50)
5000 MIN
NAL UP MAIN (MC40)
5000 MIN
CL
65.29
COMPANY NUMBER : 6267870
DRAFT 020021 P01 DRG
CL
CL
OUTLINE PLAN APPROVED
PROJECT:
A01 ISSUED FOR STAGE A A00 LINK ALLIANCE REVIEW DESCRIPTION
A. BURFORD
TITLE:
AB
2019.11.25
R.Z. CORDER
AB
2019.11.15
CHECKED
DATE
APPROVED
DATE
M. ADDIS
2019-11-25
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 NORTH AUCKLAND LINE
ZONE:
K .SEYB DRAWN
REV
19/02/19 ---
SETTLEMENT SLAB
SETTLEMENT SLAB
CLIENT:
LONGITUDINAL NORMANBY NORTH STRUCTURES CITY CRL RAIL AUCKLAND LINK ROAD LINE SECTION BRIDGE
ROAD BARRIER
URBAN DESIGN TREATMENT
NORMANBY ROAD BRIDGE (NAL) TYPICAL ELEVATION PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - NAL - STR - LKA - SKE - 100010
REVISION
A01
Outline Plan of Works
F.8 Fenton Street Footbridge
Page 63
| Mt Eden Main Works
ISO A1 594mm x 841mm
2
LEGEND:
3
PROPOSED TRACKS EXISTING TRACKS
MC10 CROSSOVER RAIL DECK
2200
1 NOTES: 1. FOR DRAINAGE, STREET ELEMENTS AND BOLLARDS DRAINAGE, URBAN & DESIGN AND PACKAGES. REFER CIVIL
LEGEND: PROPOSED TRACKS EXISTING TRACKS
PLAN. AND FOR CLEARANCES REFER TO DRG. CRL-WFC-STR-LKA-DRG-501305 2. CRL-WFC-STR-LKA-DRG-501306 3. UTILITY SERVICES NOT INDICATED FOR CLARITY. DRAWINGS FOR DETAILS. TBC. UTILITY DETAILS UTILITYTO REFER
PILE
4. REFER TO FENTON STREET ARCHITECTURAL DRAWING FOR HV DEMARCATION ROOM DETAILS. 5. BOLLARDS TO BE INCLUDED IN THE NEXT STAGE.
HV DEMARCATION ROOM
CL OF BRIDGE
41 83
1% LONG IT FALL STAR UDINAL TING POIN T
PIER AND PILE
AL GITUDIN 1% LON FALL
ROBUST KERB, FOUNDATION TBC
1.0 FA 2% LL LO ST NG AR IT TIN UD G INA PO L IN T
C PIER 2
EXISTING WATERMAIN TO BE LOCALLY DIVERTED TO AVOID LIFT PIT AND PIER FOUNDATION
1.02% LONGITUDINAL FALL
PILE
MC10
MC40
Last saved by: PERRY.KOSTANICH(2020-06-23) Last Plotted: 2020-06-23 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\20-SHEET\900 Environmental Outline\501304-B01.dwg
CH) TREN
NGAHURA STREET
DARY
NSIDE
B
TRENCH)
(I MC20
SUMP PUMP CONNECT TO EXISTING SEWER.
C 501306
WESTERN GRADE SEPARATION RETAINING WALL CAPPING BEAM WITH FLOOD PROTECTION AND SECURITY FENCE OVER
CHANNEL DRAIN
501306
B
A PIER 3 PILE
LIFT
EGRESS WALKWAY REFER TO ARCHITECTS DRAWINGS AND WESTERN GRADE SEPARATION PACKAGE
PROPOSED WATERMAIN
DES
ROBUST KERB & FLOOD WALL
TION
IGNA
SUMP PUMP CONNECT TO EXISTING SEWER
N BOU
RAMP TO LIFT ENTRANCE
Y
DAR
FENTON STREET A 0
2500
5000 mm
NOT FOR CONSTRUCTION
501306
CLIENT:
SCALE
SIZE
AS SHOWN
A1
DESIGNED REVISIONS
6/11/2020 9:36:47 AM BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-WFC-STR-LKA-MOD-164119.rvt
3002
BOUN
PIER 1
E MC30 (INSID
LIFT ENTRANCE CANOPY
N NATIO DESIG
LIFT
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 thisCRL-WFC-STR-LKA-DRG-501304 document. 0
10
20
30
40
50
60
70
80
90
100mm
OUTLINE PLAN STAGE APPROVED C
PROJECT:
A.XU DRAWN B01 ISSUED FOR STAGE B B00 LINK ALLIANCE REVIEW REV
DESCRIPTION
D.OOSTERBEEK
TITLE:
KR
2020-04-29
J.SUN
KR
2020-04-15
CHECKED
DATE
APPROVED
DATE
R.RAJASINGH
2020-04-29
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK WEST FACING CONNECTION
ZONE:
FENTON STREET FOOTBRIDGE GENERAL ARRANGEMENT PLAN PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - WFC - STR - LKA - SKE - 501304
REVISION
B01
ISO A1 594mm x 841mm
CL PIER 1
NGAHURA ROAD
RAILING INDICATIVELY SHOWN. FOLLOW URBAN DESIGN REALM FOR DETAILS
ROBUST KERB AND FLOOD WALL WITH FENCING ABOVE LIFT CL PIER 2
LIFT PIER 2 DECK LEVEL 76456 PIER 1&3 DECK LEVEL 76225
PIER 2 DECK LEVEL 76456 PIER 1&3 DECK LEVEL 76225
PIER 3
EGRESS WALKWAY
MC10
PILE CAP
MC40
NGAHURA STREET STAIR BASE LEVEL 70260 TBC AT STAGE C 2050
FGL RL 69.140 (TBC) FENTON STREET STAIR BASE LEVEL 69160 EXISTING WATERMAIN TO BE LOCALLY DIVERTED TO AVOID LIFT PIT AND PIER FOUNDATION PILE CAP WITH INTEGRATED LIFT PIT TYP
Last saved by: PERRY.KOSTANICH(2020-06-23) Last Plotted: 2020-06-23 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\900 CAD-GIS\01_WIP\20-SHEET\900 Environmental Outline\501304-B01.dwg
REFER WESTERN GRADE SEPARATION PACKAGE
BORED PILE SLEEVED THROUGH BASALT LAYER
CAST-IN PLACE BORED PILES SLEEVED THROUGH BASALT LAYER TYP
ELEVATION A Scale: 1 : 100
CL PIER 2 PIER 2 DECK LEVEL 76456
C L PIER 3
LIFT
LIFT
1200Ć¢ˆ… PIER PIER 2 DECK LEVEL 76456
2000
4860
PIER 1&3 DECK LEVEL 76225
EMERGENCY EXIT STAIR BASE 69630 CAST-IN PLACE BORED PILE SLEEVED THROUGH BASALT LAYER TYP
ROBUST KERB PIER PROTECTION
RAMP. FOR DETAILS REFER TO ARCHITECTS AND URBAN DESIGN DRAWINGS
EMERGENCY EXIT STAIR BASE 69630
C
SECTION
501304
Scale: 1 : 100
PILE CAP PILE CAP WITH INTEGRATED LIFT PIT TYP BORED PILE
0
25
50 mm
PROPOSED WATERMAIN
EXISTING WATERMAIN TO BE LOCALLY DIVERTED TO AVOID LIFT PIT AND PIER FOUNDATION
ELEVATION B Scale: 1 : 100
NOT FOR CONSTRUCTION
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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 thisCRL-WFC-STR-LKA-DRG-501306 document. 0
PROPOSED WATERMAIN BORED PILE
10
20
30
40
50
60
70
80
90
100mm
OUTLINE PLAN STAGE APPROVED C
PROJECT:
A.XU DRAWN
D.OOSTERBEEK
TITLE:
B01 ISSUED FOR STAGE B
KR
2020-04-29
J.SUN
B00 LINK ALLIANCE REVIEW
KR
2020-04-15
CHECKED
DATE
APPROVED
DATE
R.RAJASINGH
2020-04-29
REV
DESCRIPTION
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK WEST FACING CONNECTION
ZONE:
FENTON STREET FOOTBRIDGE GENERAL ARRANGEMENT ELEVATION PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - WFC - STR - LKA - SKE - 501306
REVISION
B01
Outline Plan of Works
F.9 Eastern and Western Crossover StructureĆ¢€™s Eastern Crossover Structure
Page 64
| Mt Eden Main Works
Title Block Ver 2.08
ISO A1 594mm x 841mm
Last Saved: 7/04/2020 10:23:30 AM Filename: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-NAL-STR-LKA-MOD-174115.rvt
NOT FOR CONSTRUCTION CLIENT:
SCALE
SIZE
1 : 20
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
A01 ISSUED FOR EXTERNAL REVIEW A00 ISSUED FOR STAGE A LINK ALLIANCE REVIEW REV DESCRIPTION
D.O. D.O. APPROVED
06/04/2020 20/03/2020 DATE
EASTERN GRADE SEPARATION
D.O.
TITLE:
CMcN CHECKED
DATE
A.W.
06/04/2020
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.
NORTH AUCKLAND LINE
ZONE:
K.S. DRAWN
CITY RAIL LINK
PROJECT:
DRAWING INDEX PROJECT
DOCUMENT:
CRL
-
ZONE
EFC
-
DISCIPLINE
STR
-
ELEMENT
LKA
-
TYPE
SKE
-
SHEET
100000
REVISION
A01
C6 SHAFT
MT EDE NR D
Title Block Ver 2.08
ISO A1 594mm x 841mm
SUMP OUTLET PIPE TO C6 SHAFT.
N
CL EXISTING UP MAIN CL EXISTING DOWN MAN DESIGNATION BOUNDARY
4m EXCLUSION ZONE
3
CL NAL UP MAIN (MC40)
CL NAL DOWN MAIN (MC10)
4
5
150002
150002
EXISTING CONCRETE SW PIPE TO BE RELOCATED PRIOR TO D-WALL CONSTRUCTION..
150003
2 150001
EXISTING MT EDEN ROAD BRIDGE EXISTING MHS TO BE RELOCATED) PRIOR TO D-WALL CONSTRUCTION (TBC)
TIE IN TO NMB-04 & NMB-05
T.B.C.
1
9500
0 300
10500
TO M T ED
D-WALL DW2
EN
150010
300
00 40
10+
7
CL EAST LINK UP MAIN (MC60)
PROPOSED LOCATION OF OHLE MASTS. LOCATION TBC.
GRAVITY WALL.
MC50 ROOF SLAB EXTENSION TO AVOID SMOKE DISCHARGING AT EGRESS STAIR TIE-IN TO NMB-06
BR ID G E
CL EAST LINK DOWN MAIN (MC50)
MC50 ROOF SLAB
DE NR D
TEMPORARY DIVERSION.
UTILITIES
MT EDEN RD BRIDGE.
MT E
TEMPORARY UTILITIES DIVERSION.
150003
D-WALL DW2
MC60 TRACK DRAINAGE SUMPS. REFER TO DRAINAGE PACK FOR DETAILS BARRIER WITH RAIL AND OHLE PROTECTION SCREEN
PE PI
6
NG
C6 19 50 DI A. PI PE D-WALL DW1
CL
D-WALL PANELS (TYPICAL)
R.C. MC60 ROOF SLAB
TO
D-WALL DW 3
ITO BR RT MA
8 35 0+
ORIGINAL DRAWING IN COLOUR
Last Saved: 7/04/2020 2:47:10 PM Filename: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-NAL-STR-LKA-MOD-174115.rvt
TIE IN TO CUT AND COVER TUNNELS
NOT FOR CONSTRUCTION CLIENT:
SCALE
SIZE
As indicated
A1
REVISIONS
DESIGNED
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
480
BALLAST MAT.
EX IS TI
10+
D-WALL PANELS (TYPICAL)
REINFORCED CONCRETE
ON
T
. IA
EMERGENCY EGRESS STAIR
TEMPORARY SUMP PIT. T.B.C.
FT RA OG
D 50 19
MTE-01 PILED WALL
00 30
0 590
C6
4000
D-WALL DW1
EXISTING WASTE WATER PIPE (GIS ID 840616)
NG TI IS EX
0+4 58
150001 150005
50
60
70
80
90
100mm
OUTLINE PLAN APPROVED
DRAWN A01 ISSUED FOR EXTERNAL REVIEW A00 ISSUED FOR STAGE A LINK ALLIANCE REVIEW REV DESCRIPTION
D.O. D.O. APPROVED
06/04/2020 20/03/2020 DATE
EASTERN GRADE SEPARATION
D.O.
TITLE:
C.McN CHECKED
DATE
A.W.
06/04/2020
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.
58
NORTH AUCKLAND LINE
ZONE:
K.S.
0+1
CITY RAIL LINK
PROJECT:
GENERAL ARRANGEMENT PLAN PROJECT
DOCUMENT:
CRL
-
ZONE
EFC
-
DISCIPLINE
STR
-
ELEMENT
LKA
-
TYPE
SKE
-
SHEET
REVISION
100005
A01
Title Block Ver 2.08
CL MC 10 3000
3000
MC 40
FILL
(TAURANGA ALLUVIUM)
6 4
CL MC 50
D-WALL
3
69.700 SLS GROUND WATER LEVEL
FINISHED SURFACE LEVEL (APPROX.)
7
VA TA1
T.B.C. 71.500 ULS GROUND WATER LEVEL
CL MC 60
1
EXISTING 750 DIA. CONCRETE SW PIPE
70.000
T.B.C.
(VOLCANIC ASH)
NMB-06 FINISHED SURFACE LEVEL (APPROX.)
65.000
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3
ER
(RESIDUAL ECBF)
TOLR LEVEL
10
750
NMB-03
2 EXISTING GROUND LEVEL
750
EXISTING N.A.L. DOWN MAIN
EXISTING N.A.L. UP MAIN
EXISTING GROUND LEVEL
PLATFORM LVL : 71.500
5850 (5780 MIN.)
ISO A1 594mm x 841mm
4000 (EXCLUSION ZONE)
EW
(WEATHERED ECBF) 60.000 ALL REDUCED LEVELS ARE APPROXIMATE
8
BASE SLAB CLEARANCE ZONE
9
C6 PIPE RL : 57.500
EU
(UNWEATHERED ECBF)
I.L. 54303
55.000 RL : 55.500
1
Last Saved: 7/04/2020 3:28:23 PM Filename: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-NAL-STR-LKA-MOD-174115.rvt
100005
SECTION AT (MC 50) CH 540 - AT CROSSOVER SLAB Scale: 1 : 100
NOT FOR CONSTRUCTION CLIENT:
SCALE
SIZE
1 : 100
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
A01 ISSUED FOR EXTERNAL REVIEW A00 ISSUED FOR STAGE A LINK ALLIANCE REVIEW REV DESCRIPTION
D.O. D.O. APPROVED
06/04/2020 20/03/2020 DATE
EASTERN GRADE SEPARATION
D.O.
TITLE:
C.McN CHECKED
DATE
A.W.
06/04/2020
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.
NORTH AUCKLAND LINE
ZONE:
K.S. DRAWN
CITY RAIL LINK
PROJECT:
TYPICAL SECTIONS SHEET 1 PROJECT
DOCUMENT:
CRL
-
ZONE
EFC
-
DISCIPLINE
STR
-
ELEMENT
LKA
-
TYPE
SKE
-
SHEET
150001
REVISION
A01
Outline Plan of Works
Western Crossover Structure
Page 65
| Mt Eden Main Works
Title Block Ver 1.03
ISO A1 594mm x 841mm
ISOMETRIC VIEW Scale:
Last Saved: 14/05/2020 2:17:21 PM Filename: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-NAL-STR-LKA-MOD-174113.rvt
ORIGINAL DRAWING IN COLOUR
NOT FOR CONSTRUCTION KEY PLAN
SCALE
CLIENT:
SIZE A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
C01 ISSUED FOR STAGE C(PACKAGE 1) - EXTERNAL REVIEW C00 ISSUED FOR STAGE C(PACKAGE 1) - INTERNAL REVIEW REV DESCRIPTION
DO DO APPROVED
2020-05-14 2020-04-22 DATE
WESTERN GRADE SEPARATION
DO
TITLE:
VP CHECKED
DATE
AW
2020-04-22
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.
WESTERN GRADE SEPARATION
ZONE:
MR DRAWN
CITY RAIL LINK
BRIDGE 31A (NAL) - GENERAL DRAWING INDEX & ISOMETRIC VIEW PROJECT
DOCUMENT:
CRL
ZONE
-
WFC
DISCIPLINE
-
STR
ELEMENT
-
LKA
TYPE
-
SKE
SHEET
-
100100
REVISION
C01
Title Block Ver 1.03
ISO A1 594mm x 841mm
LEGEND: CONSTRUCTION STAGE 1 (AREA REQUIRED TO BE BUILT TO ALLOW SHIFTING FROM EXISTING NAL DOWNMAIN ALIGNMENT TO NEW MC10 NAL DOWNMAIN ALIGNMENT AT CROSSOVER DECK) CONSTRUCTION STAGE 2 (AREA CLASHES WITH EXISTING NAL UPMAIN ALIGNMENT THEREFORE CANNOT BE BUILT UNTIL NAL LINE HAS BEEN MOVED TO NEW ALIGNMENT AT CROSSOVER DECK)
CL MC40
CL MC10
10 15
19 18
8 9 5
6
17 CL MC30
7
23
21
CL MC20
2
3
24
NOTE: FENTON FOOTBRIDGE CONSTRUCTED IN STAGE 1.
22
4
11 20
TYPICAL SECTION
Last Saved: 14/05/2020 2:17:53 PM Filename: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-NAL-STR-LKA-MOD-174113.rvt
Scale: 1 : 125
NOT FOR CONSTRUCTION KEY PLAN
CLIENT:
SCALE
SIZE
As indicated
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
STAGE C APPROVED
PROJECT:
C01 ISSUED FOR STAGE C(PACKAGE 1) - EXTERNAL REVIEW C00 ISSUED FOR STAGE C(PACKAGE 1) - INTERNAL REVIEW REV DESCRIPTION
DO DO APPROVED
2020-05-14 2020-04-22 DATE
WESTERN GRADE SEPARATION
ZONE:
MR DRAWN
CITY RAIL LINK WESTERN GRADE SEPARATION
DO
TITLE:
VP CHECKED
DATE
AW
2020-04-22
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.
PROJECT
DOCUMENT:
CRL
ZONE
-
WFC
DISCIPLINE
-
STR
ELEMENT
-
LKA
TYPE
-
SKE
SHEET
-
130101
REVISION
C01
Title Block Ver 1.03
ISO A1 594mm x 841mm
N
MT. EDEN PLATFORM REALIGNED MC40 NAL UPMAIN
EXISITNG ALIGNMENT NAL UPMAIN
EXISITNG ALIGNMENT NAL DOWNMAIN
PROPOSED FENTON STREET FOOTBRIDGE.
CONSTRUCTION ZONE STAGE 1
CONSTRUCTION ZONE STAGE 1
EGRESS FOOTPATH BEYOND STRUCTURE
REALIGNED MC10 NAL DOWNMAIN
EGRESS STAIRS AND BLADE WALL .
CONSTRUCTION ZONE STAGE 1
8 150113
4 150111
6
5
2
7 150113 RW P
150112
150112
RT-02
150110
3 150111
1 150110
Ć¢Œ€900 CENTRAL COLUMN/PILE
MC20 30km 0.2 85+14 CH. 6
BALLAST MAT CROSSOVER RAIL DECK
CENTRELINE NIMT DOWNMAIN MC20
TEMPORARY COLUMNS
BEA OOF R F T OP O .5% FALL 0
RC STRUCTS
MC20 30km 3.8 85+02 CH. 6
LOWER MT. EDEN PLATFORM
RT-03
BEAM OOF R F T OP O .5% FALL 0
SECANT PILE WALL
CAPPING BEAM
RW P
M
N CROW
A OF BE F RO LL O P TO FA 0.5%
M
3 CRL C ING CUTT H G U TRO
CENTRELINE NIMT UPMAIN MC30
GENERAL ARRANGEMENT KEY PLAN
LEGEND:
Scale: 1 : 250 Last Saved: 14/05/2020 2:18:43 PM Filename: BIM 360://NZ-PRO - City Rail Link (1-C1782.01)/CRL-NAL-STR-LKA-MOD-174113.rvt
CONSTRUCTION STAGE 1 (AREA REQUIRED TO BE BUILT TO ALLOW SHIFTING FROM EXISTING NAL DOWNMAIN ALIGNMENT TO NEW MC10 NAL DOWNMAIN ALIGNMENT AT CROSSOVER DECK)
NOT FOR CONSTRUCTION
CONSTRUCTION STAGE 2 (AREA CLASHES WITH EXISTING NAL UPMAIN ALIGNMENT THEREFORE CANNOT BE BUILT UNTIL NAL LINE HAS BEEN MOVED TO NEW ALIGNMENT AT CROSSOVER DECK)
KEY PLAN
CLIENT:
SCALE
SIZE
As indicated
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
C01 ISSUED FOR STAGE C(PACKAGE 1) - EXTERNAL REVIEW C00 ISSUED FOR STAGE C(PACKAGE 1) - INTERNAL REVIEW REV DESCRIPTION
DO DO APPROVED
2020-05-14 2020-04-22 DATE
WESTERN GRADE SEPARATION
DO
TITLE:
VP CHECKED
DATE
AW
2020-04-22
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.
WESTERN GRADE SEPARATION
ZONE:
MR DRAWN
CITY RAIL LINK
BRIDGE 31A (NAL) - GENERAL ARRANGEMENT KEY PLAN PROJECT
DOCUMENT:
CRL
ZONE
-
WFC
DISCIPLINE
-
STR
ELEMENT
-
LKA
TYPE
-
SKE
SHEET
-
140101
REVISION
C01
Outline Plan of Works
F.10 Retaining Walls
Page 66
| Mt Eden Main Works
KIWIRAIL DESIGNATION
KIWIRAIL DESIGNATION
ISO A1 594mm x 841mm
RETAINING WALL NMB-01
70
MC40
MC10
MC50
BH294
60
60
50
50
70.93
70.86
70.68 70.62
70.51
70.45
70.26
70.23
70.12
70.02
64.98
64.68
70.06 16.19 0.06
0.12
70.17
16.09
15.84 0.04
69.99
15.55
64.99 14.83
-4.98
-5.26
-4.94
69.93
15.05
65.07 12.06 69.87
69.82 -4.77
64.71
64.80
65.01 65.04 9.87 10.94 69.78 -4.77 -4.76
-5.15
69.86
9.54
9.19 -5.07
64.32
64.32
64.62 9.02
8.63
8.38
69.91 -5.26
-5.58
-5.57
64.67 6.70 -5.25
69.93
64.70 5.78 69.90 69.92
69.88
-5.20
64.78
64.77 69.80 69.82
3.35
3.07
69.67
69.74 -4.99
-4.95
65.02
64.99
65.05 64.90 -4.64 -4.78
69.68
1.69 2.15
0.86
0.00 69.72
69.71 -4.68
69.69
-4.72
69.64
69.62
64.59
64.89 -3.44 -4.83
69.63
-3.45
-3.94 69.78
69.69 -5.13
CUT / FILL
-4.87
0.00
70.19
70.35
70.35
70.43
70.43 70.44
70.39
E.G. LEVEL
70.43
OFFSETS
69.85
-4.27 -4.15
69.78
DGN. LEVEL
64.89
DATUM: 45.00m
NOT FOR CONSTRUCTION LEGEND
0
2.5
NOTE: 1. ALL GEOLOGICAL BOUNDARIES ARE INFERRED. THERE IS CONSIDERABLE GEOLOGICAL VARIATION AND COMPLEXITY IN THE AREA OF NMB-06. THE GEOLOGICAL BOUNDARIES ON THE SECTIONS ARE ONE INTERPRETATION OF THE CURRENTLY AVAILABLE GROUND INVESTIGATION DATA (MARCH 2020)
5 m
SCALE - A1 1:100, A3 1:200
VB1 (BASALT)
TV (TAURANGA GROUP)
PROPOSED SERVICES
GRID LINE
VB2 (BASALT)
TA1 (TAURANGA GROUP)
EXISTING SERVICES
PDP HISTORICAL LOW GWL
VB3 (BASALT)
ER (ECBF RESIDUAL)
AS BUILT SURVEY, JANUARY 2020
DESIGN EXCAVATION
VA (VOLCANIC ASH)
EW (ECBF WEATHERED)
INFILL SURVEY, JANUARY 2019
F (FILL MATERIAL)
TA0 (TAURANGA GROUP)
EU (ECBF UNWEATHERED)
GROUND IMPROVEMENT BOTTOM ELEVATION
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
70
80
90
100mm
BH461
EXISTING GROUND LEVEL
CLIENT:
0
CRL DESIGNATION APPROXIMATELY 40m NORTH FROM THIS POINT
RETAINING WALL NMB-02A
70
70.31
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\20-SHEET\200 Geotechnical\NMB-06 AND NMB-02A\CRL-EFC-GEO-LKA-SKE-260001.dwg
CRL DESIGNATION APPROXIMATELY 6m SOUTH FROM THIS POINT
OUTLINE PLAN APPROVED
PROJECT:
TITLE: CHECKED DESCRIPTION
APPROVED
CROSS SECTION CHAINAGE 10+130
DATE
DATE
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK EAST FACING CONNECTION
ZONE:
DRAWN
REV
HIGHEST/LOWEST GWL RECORDED, LOCAL PIEZOMETER
PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - EFC - GEO - LKA - SKE - 000001
REVISION
RETAINING WALL NMB-03
RETAINING WALL NMB-04B
RETAINING WALL NMB-05B
CRL DESIGNATION APPROXIMATELY 19m NORTH FROM THIS POINT
70
BH322R MC40
MC50
60
50
65.88
69.51
69.51
-3.94
0.00
20.43 69.51
69.51 -3.63
19.74
69.48 -3.51
20.24 65.58
16.71 65.97
65.97
65.98 69.47 -3.50
16.34
69.47 -3.50
15.98
65.90
65.89 65.59 12.84 13.25 -3.61 -3.91
12.18 69.51
69.50 69.49
-3.60
62.93
63.23 62.93
69.61 -6.68
9.23
63.25
69.60 69.62 -6.37 -6.70
8.43 9.01
69.57 -6.33
7.74
63.32
63.30 68.92 -5.62
6.00
69.17 -5.85
5.19
65.87 69.51 -3.64
0.00 69.58 -3.80
3.03
65.78
65.66 -3.96
-4.46 68.61
68.90
68.55
CUT / FILL
-3.23
E.G. LEVEL
0.00
OFFSETS
-3.24
-4.65
68.55
DGN. LEVEL
65.36
DATUM: 45.00m
NOT FOR CONSTRUCTION LEGEND
0
2.5
NOTE: 1. ALL GEOLOGICAL BOUNDARIES ARE INFERRED. THERE IS CONSIDERABLE GEOLOGICAL VARIATION AND COMPLEXITY IN THE AREA OF NMB-06. THE GEOLOGICAL BOUNDARIES ON THE SECTIONS ARE ONE INTERPRETATION OF THE CURRENTLY AVAILABLE GROUND INVESTIGATION DATA (MARCH 2020)
5 m
SCALE - A1 1:100, A3 1:200
VA (VOLCANIC ASH)
TA0 (TAURANGA GROUP)
PROPOSED SERVICES
GRID LINE
ER (ECBF RESIDUAL)
TV (TAURANGA GROUP)
EXISTING SERVICES
PDP HISTORICAL LOW GWL
VB1 (BASALT)
TA1 (TAURANGA GROUP)
AS BUILT SURVEY, JANUARY 2020
DESIGN EXCAVATION
VB2 (BASALT)
EW (ECBF WEATHERED)
INFILL SURVEY, JANUARY 2019
F (FILL MATERIAL)
VB3 (BASALT)
EU (ECBF UNWEATHERED)
SOIL IMPROVEMENT LEVEL
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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 COMPANY NUMBER: to any third party who may rely CREATOR accepts any responsibility, upon or useID: this document. 10
20
30
40
50
60
70
80
90
100mm
BH461
EXISTING GROUND LEVEL
CLIENT:
0
KIWIRAIL DESIGNATION
KIWIRAIL DESIGNATION
CRL DESIGNATION
ISO A1 594mm x 841mm Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\20-SHEET\200 Geotechnical\NMB-04B AND NMB-05B\CRL-EFC-GEO-LKA-SKE-270002
RETAINING WALL NMB-06
OUTLINE PLAN APPROVED
PROJECT:
TITLE: CHECKED REV
DESCRIPTION
APPROVED
CROSS SECTION CHAINAGE 10+200
DATE
DATE
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK EAST FACING CONNECTION
ZONE:
DRAWN
HIGHEST/LOWEST GWL RECORDED, LOCAL PIEZOMETER
PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - EFC - GEO - LKA - SKE - 000002
REVISION
RL 70.00m
RETAINING WALL PRT-02A
900 THICK BASE SLAB
RETAINING WALL PRT-03A INDICATIVE CENTER PILE
MC10
MC40
CRL DESIGNATION APPROXIMATELY 32m NORTH FROM THIS POINT
RL 65.00m
BH303 MC30
MC20
RL 60.00m
RL 55.00m
RL 50.00m
RL 45.00m
33.22
34.26
34.34
-7.46
-7.46
-0.15
68.82
68.85
68.90
68.96
68.81
61.51 32.38 -7.47
61.51
61.51 31.80 -7.47
61.51
61.51 30.98 -7.48
-7.54
69.02
61.51 29.91 -7.49
61.51 61.51 28.81 29.34 -7.50 -7.49
61.51 25.87
61.52 69.07
24.77 -7.56
61.52 23.88 -7.56
61.52
61.52 23.14
22.50 69.07
-7.56
-7.56
61.52
61.52 21.02 69.07 -7.56
61.52
61.52 19.36
20.28 69.05
69.18
-7.54
-7.73
69.25
69.24
61.52
61.52 17.64
18.44 -7.63
-7.65
69.17
69.17
61.52
61.52
16.47 69.09
69.11 -7.58
15.76 -7.59
67.74 14.29
15.02 69.15 69.14
69.26
69.17 -1.42
-7.62
67.74
68.97 11.57
12.24 69.09
69.10
69.14
69.27
69.37
69.44
69.50
69.52
69.57
69.59
69.21
69.25
69.35
69.22
69.13
69.10
69.54 69.60
-0.14
-1.35
68.63 0.00 69.14
-0.51 69.14
69.21
69.14
69.16
68.93
68.54 69.03
68.97
-3.00
-3.65
-3.50 68.94
68.91 0.00
CUT / FILL
-0.42
68.76
68.85
68.76
68.88
68.78
68.70
68.86
68.85
E.G. LEVEL
69.18
OFFSETS
-0.40
DGN. LEVEL
68.54
DATUM: RL 40.00m
NOT FOR CONSTRUCTION LEGEND
0
2.5
NOTE: 1. ALL GEOLOGICAL BOUNDARIES ARE INFERRED. THERE IS CONSIDERABLE GEOLOGICAL VARIATION AND COMPLEXITY IN THE AREA OF NMB-06. THE GEOLOGICAL BOUNDARIES ON THE SECTIONS ARE ONE INTERPRETATION OF THE CURRENTLY AVAILABLE GROUND INVESTIGATION DATA (MARCH 2020)
5 m
EXISTING GROUND LEVEL
INFILL SURVEY, JANUARY 2019
VB3 (BASALT)
EW (ECBF WEATHERED)
GRID LINE
F (FILL MATERIAL)
TA0 (TAURANGA GROUP)
EU (ECBF UNWEATHERED)
PDP HISTORICAL LOW GWL
VA (VOLCANIC ASH)
TV (TAURANGA GROUP)
DESIGN EXCAVATION
VB1 (BASALT)
TA1 (TAURANGA GROUP)
AS BUILT SURVEY, JANUARY 2020
VB2 (BASALT)
ER (ECBF RESIDUAL)
PROPOSED SERVICES
BH236
HIGHEST/LOWEST GWL RECORDED, LOCAL PIEZOMETER
1:100
CLIENT:
SCALE
SIZE
AS SHOWN
A1
REVISIONS
DESIGNED
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
KIWIRAIL DESIGNATION
CRL DESIGNATION KIWIRAIL DESIGNATION
ISO A1 594mm x 841mm Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\20-SHEET\200 Geotechnical\PRT-02A AND PRT-03A\CRL-WFC-GEO-LKA-SKE-150101
ROBUST KERB
10
20
30
40
50
60
70
80
90
100mm
OUTLINE PLAN APPROVED
PROJECT:
DRAWN
TITLE: CHECKED REV
DESCRIPTION
APPROVED
CROSS SECTION CHAINAGE 10+700
DATE
DATE
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK WEST FACING CONNECTION
ZONE:
PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - WFC - GEO - LKA - SKE - 000003
REVISION
DESIGN YET TO BE FINALISED. RETAINING WALL PRT-02B
RETAINING WALL PRT-03B MC10
MC20
68.73
68.71
68.69
68.63
68.60
68.57
68.56
68.58
68.57
68.56
68.55
68.54
68.26
68.16
68.26
6.73
7.30
7.87
10.00
10.73
11.30
11.87
15.00
17.62
18.19
18.76
20.00
25.00
30.00
35.00
68.58
68.72 5.00
40.00
69.51 0.57
69.04
69.62 0.00
69.04
69.65 -0.57
69.04
69.78 -5.00
63.46
69.88 -10.00
63.46
70.44
OFFSET
-15.00
63.46
EXISTING SURFACE LEVEL
70.59
TRACK LEVEL
63.46
40 63.46
DATUM RL 40.00 63.46
50
68.89
50
68.89
60
68.89
60
NOT FOR CONSTRUCTION LEGEND
0
2.5
NOTE: 1. ALL GEOLOGICAL BOUNDARIES ARE INFERRED. THERE IS CONSIDERABLE GEOLOGICAL VARIATION AND COMPLEXITY IN THE AREA OF NMB-06. THE GEOLOGICAL BOUNDARIES ON THE SECTIONS ARE ONE INTERPRETATION OF THE CURRENTLY AVAILABLE GROUND INVESTIGATION DATA (MARCH 2020)
5 m
EXISTING SURFACE AS BUILT SURVEY, 2020 GRID LINE
F (FILL MATERIAL)
VB3 (BASALT)
VA (VOLCANIC ASH)
EW (ECBF WEATHERED)
PDP HISTORICAL LOW GWL
ER (ECBF RESIDUAL)
EU (ECBF UNWEATHERED)
ESTIMATED PROPOSED SERVICES
VB1 (BASALT)
TA0 (TAURANGA GROUP)
EXISTING SERVICES
VB2 (BASALT)
TVZ (TAURANGA GROUP)
TA1 (TAURANGA GROUP)
BH461
HIGHEST/LOWEST GWL RECORDED, LOCAL PIEZOMETER
1:100
CLIENT:
CHECK / REVIEW PRINT
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 thisCRL_WFC_200_00_LKA_SKE_350002 document. 10
20
30
40
50
60
70
80
90
100mm
SCALE
SIZE
AS SHOWN
A1
DESIGNED REVISIONS
This document is a member of a set, it must not be reviewed in isolation. For record of signature(s) and/or approval authority, refer to the covering Technical Quality Review form.
0
70
BH6500 MC30
-20.00
Last saved by: STUART.GODFREY(2020-06-15) Last Plotted: 2020-06-15 Filename: AECOM_DS10_AU\Documents\60604837-CRL C3-Alliance Detail Design\DesignJV\ZZ C57 TOC Development\C5D C5 Works TOC Development\900 CAD-GIS\01_WIP\20-SHEET\200 Geotechnical\PRT-03B\CRL-WFC-GEO-LKA-SKE-350002
MC40
CRL DESIGNATION
70
GRAVITY WALL PRT-01
KIWIRAIL DESIGNATION
KIWIRAIL DESIGNATION
ISO A1 594mm x 841mm
CRL DESIGNATION APPROXIMATELY 30m SOUTH FROM THIS POINT
OUTLINE PLAN APPROVED
PROJECT:
DRAWN
TITLE: CHECKED REV
DESCRIPTION
APPROVED
CROSS SECTION CHAINAGE 10+830
DATE
DATE
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. Printed copies of this document are UNCONTROLLED.
THIS DRAWING MAY CONTAIN COLOUR CONTENT. CORRECTLY PRINTED COPIES OF THIS DOCUMENT WILL DISPLAY THE CITY RAIL LINK LOGO IN COLOUR.
CITY RAIL LINK WEST FACING CONNECTION
ZONE:
PROJECT
DOCUMENT:
ZONE
DISCIPLINE
ORGANISTION
TYPE
SHEET
CRL - WFC - GEO - LKA - SKE - 000004
REVISION