Crl industry briefing section 3 web

City Rail Link Industry Briefing November 2016

CRL0080 J001772 KH 28_09_16

CRL0080 J001772 KH 28_09_16

Part Section 3

3 Section 3 Core Project Scope

City Rail Link

Industry Briefing NOVEMBER 2016

SECTION

3

Core Project Scope Description

Introduction

Figure 1: The CRL Route Map

The City Rail Link (CRL) provides new tunnels, track, stations and operational equipment between Britomart station and the North Auckland (Western) Line at Mt Eden.

The proposed route is shown in Figure 1. The horizontal alignment of the route is governed by the use of existing tracks 1 and 5 within Britomart Station to provide the future through-tracks exiting to the west of the Station, passing under Lower Queen Street, avoiding the foundations of the existing Zurich building whilst passing under the Commercial Bay redevelopment site.

The alignment proceeds in a cut and cover construction method under Albert Street to a new station at Aotea, between Wyndham Street and Wellesley Street. The below-ground alignment from Mayoral Drive to Pitt Street is formed in bored tunnels to a new mined tunnel station at Karangahape.

The bored tunnels continue to a location under the Newton ridge, where the east and west-facing track junctions are formed in mined cavern construction that link to cut and cover construction to join the east-facing connection to the North Auckland (Western) Line at Normanby Road and the west-facing connection at Porters Avenue.

This section of the brochure gives more information summarising the scope of the CRL project. The summary of project scope is not split into contract elements.

CRLproject@AT.govt.nz

| Page 33

Core Project Scope Description CONTINUED

Vertical alignment The vertical track alignment joins the existing tracks at Britomart Station in the north to the existing tracks on the North Auckland (Western) Line at Mt Eden to the south, rising approximately 70m over a 3.5km distance.

The vertical alignment in Albert Street rises from the west of Britomart to a position approximately 14 metres below Albert Street, providing a level platform at the Aotea (mid-town) station.

Figure 2: Vertical Alignment

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The bored tunnels continue to climb to the south of Aotea at an approximate 3.5% gradient to arrive at a level platform for the Karangahape (uptown) station.

The alignment continues to climb at approximately 3.5%, passing beneath the central motorway junction to a point approximately 42 metres below the Newton ridge, where the mined east and west-facing connection caverns are created to provide grade separation.

The tunnels proceed to the south to the cut and cover connections to the North Auckland (Western) Line to the east and west of Mt Eden Station.

SECTION

3

Tunnels 1

TYPICAL PLATFORM PART ELEVATION SCALE @ A1 1 : 50

Figure 3: Mined platform tunnel (Karangahape Station)

INTERMEDIATE SUPPORT HANGER TO ENGINEERS DETAIL

STRUCTURAL SLAB TO FORM OTE DUCT TO ENGINEERS DETAILS OVER TRACK EXHAUST (OTE) 6 m2 CROSS SECTIONAL AREA REFER TO ENGINEERS DETAILS

SUSPENDED ACOUSTIC CEILING WITH LIGHTING FIXTURE SET INTO PANELS, 1500 X 200

OLHE TO ENGINEERS DETAILS BUILDING SERVICES ZONE, REFER TO ENGINEERS DETAILS

FIRE RATED LINING, GRFC OR SIMILAR TO FORM SMOKE BAFFLE

ACOUSTIC PANELS (1500x200) PIDS POTENTIAL FUTURE COOLING VENTS

F4 FOR STATIC AND DIGITAL (WHERE PRACTICABLE) ADVERTISING

ILLUMINATED GLASS FRIEZE LOUVRED ACCESS PANEL TO SERVICE ZONE

ADVERTISING PANELS - PROVIDE FIXING LOCATIONS AND POWDER AND AV CONNECTIONS

PID RECESSED CONTINUOUS LED LIGHT TRACK

FUTURE PLATFORM SCREEN DOORS

BY OTHERS

POLISHED GRC 250mm FINISHES + CAVITY SEATING RL 33743

TOP OF PLATFORM FINISH

Filename: C:\Revit\CRL_KRD_ARC_000_MD3_STATION_R15_VE2_JHR.rvt

MAINTENANCE ACCESS

700

ACOUSTIC PANELS

ACCESS HATCH TO ENGINEERS SET OUT PLATFORM INVERT / SERVICES ZONE TO ENGINEERS DETAILS

7:47:02 a.m.

Office:

SLAB TO STRUCTURAL DETAIL

3

PLATFORM DETAILED CROSS SECTION SCALE @ A1 1 : 50

CRLproject@AT.govt.nz

2

| Page 35

6004 3D PL SCALE @ A1

Page 36 | AT.govt.nz/CRL 15 3:35:55 p.m.

Auckland

pw:\\designshare.au.aurecon.info:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-SYW-SYS-000-DRG-0101.dwg

Tunnels CONTINUED

Figure 4: Cut and cover tunnel

UP MAIN 125m RADIUS D

WITHOUT PREJU FOR INFORMATIO

TYPICAL CROSS SECTION SINGLE CUT AND COVER TUNNEL

SECTION

3

Tunnels CONTINUED

Figure 5: Bored tunnels

100mm OF TUNNEL TOLERANCE 100mm OF TUNNEL TOLERANCE

Auckland

100mm OF TUNNEL TOLERANCE

pw:\\designshare.au.aurecon.info:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-SYW-SYS-000-DRG-0112.dwg

100mm OF TUNNEL TOLERANCE

WITHOUT PREJUDICE FOR INFORMATION ONLY

23/07/2015 11:21:58 a.m.

TYPICAL CROSS SECTION TBM TUNNEL 1:25

250

0

500

CLIENT

1000mm

SCALE 1:25

REV DATE REVISION DETAILS 1.0 28.04.15 ISSUED FOR INFORMATION 2.0 22.07.15 VARIOUS MINOR UPDATES

APPROVED W.RUSHBROOK

SCALE

1:25

SIZE

A1

DRAWN

PRELIMINARY

NOT FOR CONSTRUCTION

AUCKLAND CITY RAIL LINK

PROJECT

TBM SERVICES LAYOUT

APPROVED

B.HOURIGAN

.

DESIGNED

DATE

TITLE

B.HOURIGAN CHECKED

W.RUSHBROOK

H.REAM

0

20mm

40

60

80

100

200

300

400

500

DOCUMENT 600

PROJECT

CRL

ZONE

SYW

DISCIPLINE

SYS

ELEMENT

000

700

TYPE

DRG

CRLproject@AT.govt.nz SHEET

0112

REVISION

2.0

800

| Page 37

Britomart Station

Modification of the existing station at Britomart converts the five-platform terminus into a through station with two tracks retained for terminating services and two tracks extending to the west under the existing Chief Post Office building.

Modifications include increasing the station passenger capacity to meet the operational requirements for the CRL. The construction includes sequencing and provision of temporary facilities to enable continuous operation of the station during the works.

The works in Britomart Station are to be undertaken by a combination of C1 and future contracts.

Figure 6 – Britomart Station

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SECTION

3

Britomart to Aotea

Figure 7 – Britomart/Albert Street Contract 1 & 2 (& DSC) works

Commerce St

Shortland St APN Media

Durham Ln

Durham St West

Stamford Plaza

City Life Hotel

Durham Ln

HSBC

National Bank Tower

Smith & Caughey’s

Wellesley St

Queen St Wyndham St

Quay West

Vulcan Ln

Deloitte Centre

Mills Ln

DFS Galleria

Whitcoulls

Victoria St

Fort St Galway St DSC

Custom St East

Elliott St

Crowne Plaza Hotel

Civic Theatre

Precinct Downtown Corpthorne Harbour City

ANZ Centre

District Court

Kingston St

West Plaza

Swanson St

PwC

AMP Centre

AA Centre

Sky City Convention Centre

St Patricks Cathedral

EW C2 Albert Street

Aotea Squ

Aotea Station

Auckland Council

ASB Centre

Mayoral Dr

Federal St Sky Tower

Rydges Hotel

Orakei main sewer strengthening works

Proposed construction area

e

ak W

IMAX Event Cinemas

Albert St Wolfe St

Quay St

Tyler St HSBC

High St

St

Ferry Building

Lower Queen St

d tlan

Lorne St

Fort Ln

EW C1 Britomart Transport Centre

Ru

The provision of two tracks in a divided cut and cover tunnel to the west of Britomart Station, under Lower Queen Street (C1), the Commercial Bay development (formerly Downtown Shopping Centre (DSC)) and Albert Street (C2), to a point adjoining the Aotea station box. C1, C2 and DSC have already been awarded and construction has commenced.

AT Main Works

Shaft

CRLproject@AT.govt.nz

| Page 39

Aotea Ce

Aotea Station

Provision of a new station beneath Albert Street, between the Victoria Street and Wellesley Street intersections, with an island platform approximately 14 metres below street level and station entrances serving the north and south ends of the station - all with sufficient operational passenger capacity to meet the operational requirements for the CRL. Station plant rooms are provided above and below the southern entrance and below Albert Street at the north end of the station box.

C

B

A SKYLIGHT FRAMELESS GLAZING, TOUGHENED LAMINATED LOW IRON GLASS, F5 FINISH CONCRETE CRASH BARRIER AND SKYLIGHT ROOF

FFL 26000 NDG - Level 3

FFL 23900 MAYORAL STREET LEVEL

EXISTING SERVICE LANE

FFL 23350 LID SOUTH CONCRETE SLAB CEILING CAVITY SERVICES CROSS OVER LOCALLY

ACOUSTIC ABSORBENT LINING COVER COMPLETE UNDERSIDE OF CONCRETE SLAB

CONCRETE BEAM EXPOSED UNDERSIDE AND PART SIDE TO BE F5 FINISH

FCL 20850 RCP CONCOURSE

EQ

GRC WALL PANELS ON SUBSTRUCTURE PERFORATION TO ACOUSTIC ABSORBENT BACKING. REFER TO ACOUSTIC CONSULTANT ADVICE FOR TOTAL AREA REQUIRED. REMOVABLE PANELS AND ACCESS DOORS AS REQUIRED LOCALLY

EQ

SKYLIGHT FRAMELESS GLAZING, TOUGHENED LAMINATED LOW IRON GLASS, F5 FINISH CONCRETE CRASH BARRIER AND SKYLIGHT ROOF

FFL 26000 NDG - Level 3

FFL 20000 NDG - LEVEL 2

CONCOURSE

EQ

A

SUSPENDED CEILING, POWDER COATED STEEL PANELS PERFORATION (50%)

EQ

SERVICES ZONE FOR ELEC, COMMS AND FIRE SERVICES

GLASS BALUSTRADE TOUGHENED LAMINATED LOW IRON GLASS WITH STAINLESS STEEL RAILINGS AS STRUCTURALLY REQUIRED, GLASS FIXED IN CONCEALED BOTTOM RAIL, HINGED LOCALLY TO ALLOW FOR MAINTENANCE ACCESS

EQ

1500

EQ

EQ

Figure 8

FFL 17250 B1 CONCOURSE

EXISTING SERVICE LANE

CONCRETE STRUTS EXPOSED CONCRETE F5 FINISH

1300

VOID CONCRETE SLAB

CONCRETE BEAM AND SLAB REFER TO STRUCTURAL DOCUMENTS

ACOUSTIC ABSORBENT LINING COVER COMPLETE UNDERSIDE OF CONCRETE SLAB

OVER TRACK EXHAUST (OTE)

STEEL HANGAR REFER TO STRUCTURAL DOCUMENTS FIRE RATED LINING

EQ

OVER TRACK EXHAUST (OTE) CONCRETE BEAM EXPOSED UNDERSIDE AND PART SIDE TO BE F5 FINISH

LOCAL DAMPERS TO OVER TRACK EXHAUST

SUSPENDED CEILING, POWDER COATED STEEL PANELS PERFORATION (50%)

EQ

PRECAST SLAB WITH TOPPING REFER TO STRUCTURAL DOCUMENTS

OHLE TRACTION POWER (REFER TO RAIL SYSTEMS)

GRC WALL PANELS ON SUBSTRUCTURE PERFORATION TO ACOUSTIC ABSORBENT BACKING. REFER TO ACOUSTIC CONSULTANT ADVICE FOR TOTAL AREA REQUIRED. REMOVABLE PANELS AND ACCESS DOORS AS REQUIRED LOCALLY

FFL 14000 NDG Level 1 GRC WALL PANELS ON SUBSTRUCTURE PANELS TO HAVE 20% PERFORATION TO ACOUSTIC ABSORBENT BACKING, REMOVABLE PANELS AS REQUIRED LOCALLY FOR ACCESS

EQ

20000 NDG - LEVEL 2

SERVICES ZONE

FFL

STEEL HANGAR REFER TO STRUCTURAL DOCUMENTS LINING FACING INSIDE TRACK

GLASS BALUSTRADE TOUGHENED LAMINATED LOW IRON GLASS WITH STAINLESS STEEL RAILINGS AS STRUCTURALLY REQUIRED, GLASS FIXED IN CONCEALED BOTTOM RAIL, HINGED LOCALLY TO ALLOW FOR MAINTENANCE ACCESS

SIGNAGE ZONE FOR POTENTIAL FUTURE PSD

CONCRETE BEAM AND SLAB REFER TO STRUCTURAL DOCUMENTS

STEEL HANGAR REFER TO STRUCTURAL DOCUMENTS FIRE RATED LINING LOCAL DAMPERS TO OVER TRACK EXHAUST

FFL

Filename: C:\Revit\CRL_AOT_ARC_000_MD3_STATION_R15_VE2_JHR.rvt

PRECAST SLAB WITH TOPPING REFER TO STRUCTURAL DOCUMENTS

FFL 14000 NDG Level 1 GRC WALL PANELS ON SUBSTRUCTURE PANELS TO HAVE 20% PERFORATION TO ACOUSTIC ABSORBENT BACKING, REMOVABLE PANELS AS REQUIRED LOCALLY FOR ACCESS STEEL HANGAR REFER TO STRUCTURAL DOCUMENTS LINING FACING INSIDE TRACK SIGNAGE ZONE FOR POTENTIAL FUTURE PSD ESCALATOR LINING BRUSHED STAINLESS STEEL FINISH EXPOSED CONCRETE F4 FINISH TO SECONDARY LINING AS ARCHITECTURAL LOCAL ADVERTISING AS PER INTERNAL ELEVATIONS CONCRETE PILE REFER TO STRUCTURAL DOCUMENTS

9844 B3 PLATFORM

RL

EMERGENCY SAFETY DEPRESSION

9094

T.O.R.

ESCALATOR LINING BRUSHED STAINLESS STEEL FINISH

2500

KINEMATIC ENVELOPE (REFER TO RAIL SYSTEMS)

CONCRETE STRUTS EXPOSED CONCRETE F5 FINISH

EXPOSED CONCRETE F4 FINISH TO SECONDARY LINING AS ARCHITECTURAL LOCAL ADVERTISING AS PER INTERNAL ELEVATIONS

PLATFORM

CONCRETE PILE REFER TO STRUCTURAL DOCUMENTS FALL 1:100

FALL 1:100

UNDER PLATFORM SERVICES CAVITY FOR ELEC, COMMS AND HYDRAULIC SERVICES

Plot Date: 28/06/2016 5:13:57 p.m.

Office:

2120

Page 40

AT.govt.nz/CRL

2

SCALE @ A1 1 : 50

0

|

0.5

1

1.5

2

CLIENT

2.5m

SCALE 1:50 AT A1 SCALE 1:100 AT A3

2

PARTIAL CROSS SECTION CONCOURSE SCALE @ A1 NTS

85 CONC. FACING 1200 PILE

TYPICAL CROSS SECTION_FOREGROUND

N

85 CONC. FACING 1200 PILE

1

1870 MIN. VARIES

REV 3 2 B 1. A

DATE 28-06-16 21-03-16 11-03-16 31-01-15

REVISION DETAILS VALUE ENGINEERING 2 REFERENCE DESIGN VALUE ENGINEERING 2 CHANGES REFERENCE DESIGN ISSUED FOR VERIFICATION REVIEW ISSUE FOR AT REVIEW

APPROVAL C. JACK C. JACK C. JACK C. RITTER

SCALE

SIZE

1 : 50

A1

DRAWN

Jasmax/ Grimshaw

PROJ APPROVED DATE

TITLE

SECTION

3

Aotea Station CONTINUED

Figure 9 – Aotea Station

SOUTH ENTRY

NORTH -WEST ENTRY

Plot Date: 28/06/2016 5:03:55 p.m.

Office:

Filename: C:\Revit\CRL_AOT_ARC_000_MD3_STATION_R15_VE2_JHR.rvt

CONCOURSE LEVEL

PLATFORM LEVEL

ISSUE FOR AT REVIEW CLIENT

REV 3 2 B 1. A 0. 1

DATE 28-06-16 21-03-16 11-03-16 31-01-15 19-12-14

REVISION DETAILS VALUE ENGINEERING 2 REFERENCE DESIGN VALUE ENGINEERING 2 CHANGES REFERENCE DESIGN ISSUED FOR VERIFICATION REVIEW ISSUE FOR AT REVIEW ISSUED FOR VERIFICATION REVIEW

APPROVAL C. JACK C. JACK C. JACK C. RITTER C. RITTER

SCALE

SIZE

DRAWN

CRLproject@AT.govt.nz

APPROVED

Jasmax/ Grimshaw

DATE 28/06/16

DESIGNED

TITLE

Eduardo Velasquez / James Raimon CHECKED

ORIGINAL SIZE

AOTEA STATION ALBERT ST FROM VICTORIA ST TO WYNDHAM ST EXPLODED AXO

PROJECT

A1

Chris Jack

Grant Daniel

DOCUMENT

PROJECT

ZONE

DISCIPLINE

ELEMENT

TYPE

SHEET

CRL

AOT

ARC

000

DRG

7010

REVISION

3

| Page 41

Aotea Station CONTINUED

The Aotea station design provides for future-proofing for a 17 to 24-storey commercial development opportunity above and beside the southern entrance.

Future-proofing is to be via increased column sizes within the station entrance building and the additional supporting structure below ground to accommodate the additional load paths.

A crash deck has been included within the entrance building design to permit the commercial development to take place above a fully operational station.

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Figure 10 - Wellesley Street commercial development concept

SECTION

3

Aotea Station CONTINUED

The design provides for future-proofing for underground connections between the new CRL station concourse and adjacent commercial developments at SkyCity and the NDG tower, provided agreement is reached with each party to fund all works required to support the connections.

The design also provides for future-proofing for the assumed alignment of a North Shore Line in Wellesley Street. It includes an adjustment of the size and location of piles that form part of the station box.

Figure 11 – Connections to SkyCity and NDG developments

37 1

2 10000

3 10000

4 10000

5 10000

6 10000

7 10000

8 10000

9 10000

10 10000

11

10000

12

10000

13

10000

14

10000

15 16 17 18

10000

7500 5000

10000

19

10000

1

20

10000

21

10000

22

10000

23

10000

24

10000

25

10000

26

10000

27

10000

28

10000

29

10000

30

10000

31

10000

32

10000

10000

34

10000

35

10000

s1 s2 s3 s4 s5

36

10000

5000

10000 3040

14650

3940 7070

7780

1

1

2111

33

38

2113

2112

NoR (DESIGNATION)

POTENTIAL FUTURE CONNECTION TO NDG AC TOWER

2330

OUTINE OF BUILDING ABOVE

8090

9100

PIPE JACK REFER TO UTILITIES DOCUMENTS

CHAINAGE

NDG Link

STORMWATER SHAFT BELOW DASHED

SKYLIGHTS ABOVE

NoR (DESIGNATION)

8330

A VOID

B

sC sD

7960

NoR (DESIGNATION)

STORMWATER REFER TO UTILITIES DOCUMENTS

sB

9700

610

UP

sA

sE sF s6

UP

VOID

1

2

1500

1500

C NoR (DESIGNATION)

NoR (DESIGNATION)

OMS PIPE JACK REFER TO UTILITIES DOCUMENTS

POTENTIAL FUTURE CONNECTION TO SKYCITY

SKYLIGHTS ABOVE

SkyCity Link

CUT & COVER TUNNELS REFER TO PACKAGE/ZONE 'PAT'

WELLESLEY ST

VICTORIA ST

SHAFT BELOW DASHED

AOTEA STATION PACKAGE ZONE 'AOT'

BORED TUNNELS REFER TO PACKAGE ZONE 'ATK'

CRLproject@AT.govt.nz

| Page 43

Aotea to Karangahape

The provision of two tracks in separate bored tunnels under the existing street patterns and adjacent properties between Albert Street and Pitt Street.

Figure 12 – Tunnels between Aotea and Karangahape stations

LEGEND

NOTE : 1.

REFER TO DRAWING CRL-ATK-TUN-000-DRG-0090 FOR GROUND IMPROVEMENT FOR TBM BREAKTHROUGH.

ALIGNMENT PROPOSED DRIVEN TUNNEL PROPOSED MINED TUNNEL

9.2m

EGRESS WALKWAY ROUTE

3

TATION

10.0

m

AOTEA S

10.5m

XP3

10

0

20

A

MC 30 MC 20

40m

pw:\\DESIGNSHARE.AU.AURECON.INFO:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-ATK-TUN-000-DRG-0068.dwg

SCALE 1:1000

Page 44

XP3

AOTEA STATION

SECTION AS SHOWN

|

AT.govt.nz/CRL

A -

SECTION

3

Karangahape Station

Provision of a new station with two mined tunnel platforms approximately 32 metres below Pitt Street served by one station entrance from Mercury Lane at the south end, with a central concourse and inclined escalator shaft linking both platforms to the street above.

Figure 13 – Karangahape Station

1

AXONOMETRIC_SECTION WEST SCALE @ A1

Plot Date: 5/07/2016 8:28:47 a.m.

Office:

Filename: C:\Revit\CRL_KRD_ARC_000_MD3_STATION_R15_VE2_JHR.rvt

The station provides the operational passenger capacity to meet the requirements for the CRL. Emergency escapes are provided in Pitt Street with a shaft under Pitt Street and a second shaft at Mercury Lane, each containing ventilation, power supply, electrical equipment and signalling equipment rooms.

ISSUE FOR AT REVIEW 0

1

2

SCALE 1:100 AT A1 SCALE 1:200 AT A3

3

4

5m

CLIENT

REV 3 2 C B 1. 1 0. A

DATE 04-07-16 07-04-16 04-04-16 14-03-16 31-12-14 19-12-14

REVISION DETAILS VE2 ISSUED FOR AT REVIEW VALUE ENGINEERING 2 CHANGES REFERENCE DESIGN VE2 ISSUED FOR VERIFICATION REVIEW ISSUE FOR COORDINATION ISSUE FOR A.T. REVIEW ISSUED FOR VERIFICATION REVIEW

APPROVAL C. JACK C. JACK C. JACK C. JACK C. RITTER C. RITTER

SCALE

SIZE

DRAWN

APPROVED

Jasmax/Grimshaw

DATE 04-07-16

DESIGNED

TITLE

CRLproject@AT.govt.nz

Eduardo Velásquez / James Raimon CHECKED

ORIGINAL SIZE

KARANGAHAPE STATION VE2 PITT STREET, AUCKLAND CBD AXONOMETRIC K-ROAD STATION

PROJECT

A1

Chris Jack

Liam Wythes

DOCUMENT

PROJECT

ZONE

DISCIPLINE

ELEMENT

TYPE

SHEET

CRL

KRD

ARC

000

DRG

7008

| Page 45 REVISION

3

Karangahape Station CONTINUED 1 4003

1 4002

SE

SD

SC

5690

9010

SB 5550

POTENTIAL FUTURE OVERSITE DEVELOPMENT

Figure 14 – Karangahape Station

NC

NB

NC

NA

7650

6400

NB 7650

NA 6400

CHILLERS REFER TO MEP DOCUMENTS

2

1

2

1

4101

4101

4101

4101

MERCURY LANE ALUMINIUM STANDING SEAM PREFINISHED METAL ROOF STAINLESS STEEL GUTTER TO PERIMETER

FFL 74000 L3 - MERCURY LANE ROOF PITT STREET

METHODIST CHURCH

561

PITT STREET

200

PERFORATED ARCHITECTURAL SCREEN POWDERCOATED ALUMINIUM RAINSCREEN ON SUPPORT STRUCTURE. FIXED ONTO SECONDARY STEEL FRAME SUPPORT OFF PRIMARY WITH GAP. PERFORATED 40% FOR VENTILATION / EXTRACT.

METHODIST CHURCH

FFL 69000 L2 - PLANT LEVEL SOUTH

PERFORATED ENTRANCE INDICATOR

200

570

GLAZED ENTRANCE CANOPY

59000 GL - STREET LEVEL SOUTH

FFL

63743 TOP OF BOX_PITT STREET

424

FFL

53743 B2 - LANDING SOUTH

420

200

426

FFL 48743 B3 - LANDING NORTH

468

FFL 43743 B4 - LANDING (GATELINE ) NORTH

FFL 48743 B3 - LANDING SOUTH

447

FFL 48743 B3 - LANDING NORTH

443

33743 B7 - PLATFORM LEVEL

VERTICAL ACOUSTIC WALL PANEL (1500 x 3000)

CROSS SECTION - NORTH_3

2101

SCALE @ A1 1 : 250

ESCALATOR SHAFT CONNECTING TO PLATFORM LEVEL UNDER MERCURY LANE

OUTLINE OF PILE FOUNDATION REFER 430TO STRUCTURAL DOCUMENTS

OUTLINE OF PILE FOUNDATION REFER TO STRUCTURAL DOCUMENTS TVS / OTE / DRAFT RELIEF TRANSITION LEVEL VERTICAL ACOUSTIC WALL PANEL (1500 x 3000)

000

200

200

209

486

520

107

251

200

542 TVS/OTE PLENUM

FFL 38743 B6 - PLATFORM MEZZ NORTH

401

OHLE ROOM NEXT TO RAIL TRACKS

477

CROSS PASSAGE

FFL

33743 B7 - PLATFORM LEVEL

INVERT / SERVICE ZONE, REFER TO ENGINEERS DETAILS

FFL 30413 B8 - SUB-PLATFORM LEVEL NORTH

INVERT / SERVICE ZONE, REFER TO ENGINEERS DETAILS

SERVICES UNDER PLATFORM REFER TO MEP DOCUMENTS

1

CROSS SECTION - SOUTH_2

2102

SCALE @ A1 1 : 250

2

CROSS SECTION - NORTH_4

2101

SCALE @ A1 1 : 250

Office:

Plot Date: 5/07/2016 7:24:38 a.m.

Office:

1

Filename: C:\Revit\CRL_KRD_ARC_000_MD3_STATION_R15_VE2_JHR.rvt

SUSPENDED ACOUSTIC CEILING

000 448 200

541

OUTLINE OF CONNECTING ADIT REFER TO STRUCTURAL DOCUMENTS

FFL 30843 B8 - SUB-PLATFORM LEVEL SOUTH

FFL 30413 B8 - SUB-PLATFORM LEVEL NORTH

433 000

CONNECTING LEVEL TO FUTURE BERESFORD SQUARE STATION ENTRANCE

38743 000 B5 - LANDING SOUTH

FFL 33743 B7 - PLATFORM LEVEL FFL 32993 T.O.R. - CENTRE TRACK LEVEL

FFL

581

200

431

ACOUSTIC WALL PANEL (1500 x 400)

000 FFL 43743 B4 - LANDING (GATELINE ) NORTH

200

STATION SHUTDOWN LINE

TVS / OTE / DRAFT RELIEF TRANSITION LEVEL

FFL

FFL 38743 B6 - PLATFORM MEZZ NORTH

422

OUTLINE OF PILE FOUNDATION REFER TO STRUCTURAL DOCUMENTS HIGH QUALITY FINISH TO EXPOSED STRUCTURAL WALERS/STRUTS

43743 B4 - LANDING SOUTH

OUTLINE OF CONNECTING ADIT REFER TO STRUCTURAL DOCUMENTS

Filename: C:\Revit\CRL_KRD_ARC_000_MD3_STATION_R15_VE2_JHR.rvt

OUTLINE OF PILE FOUNDATION REFER TO STRUCTURAL DOCUMENTS

53743 B2 - LANDING CONCOURSE NORTH

FFL

CONNECTING LEVEL TO FUTURE BERESFORD SQUARE STATION ENTRANCE

270

EXISTING485 SERVICES

FIRE EGRESS TO STREET LEVEL

200 449

ACOUSTIC WALL PANEL (1500 x 400)

200

200

REFER TO CIVIL DOCUMENTS FOR EXACT LOCATION

FFL

OUTLINE OF PILE FOUNDATION REFER TO STRUCTURAL DOCUMENTS HIGH QUALITY FINISH TO EXPOSED STRUCTURAL WALERS/STRUTS

423

FIRE EGRESS TO STREET LEVEL

451

53743 B2 - LANDING CONCOURSE NORTH

450

FFL 58743 B1 - LANDING NORTH

FFL

Plot Date: 5/07/2016 7:22:38 a.m.

CROSS STREE

FFL 63743 TOP OF BOX_PITT STREET

EXISTING SERVICES REFER TO CIVIL DOCUMENTS FOR EXACT LOCATION

200

FFL 58743 B1 - LANDING NORTH

4100 CLEAR

FFL 64750 GL - STREET LEVEL NORTH

FFL

3500 CLEAR

223

FFL 64750 GL - STREET LEVEL NORTH

RISERS

FFL 64000 L1 - PLANT LEVEL

I 0

2.5

5

7.5

10

12.5m

CLIENT

SCALE 1:250 AT A1 SCALE 1:500 AT A3

Page 46

|

AT.govt.nz/CRL 0 2.5

5

SCALE 1:250 AT A1 SCALE 1:500 AT A3

7.5

10

12.5m

CLIENT

REV DATE REVISION DETAILS 3 04-07-16 VE2 ISSUED FOR AT REVIEW 2 07-04-16 VALUE ENGINEERING 2 CHANGES REFERENCE DESIGN

APPROVAL C. JACK C. JACK

REV 3 2 C SCALE B 1 : 2501. 1 0. A DRAWN

DATE REVISION DETAILS 04-07-16 VE2 ISSUED FOR AT REVIEW 07-04-16 VALUE ENGINEERING 2 CHANGES REFERENCE DESIGN 04-04-16 VE2 ISSUED FOR VERIFICATION REVIEW 14-03-16SIZE ISSUE FOR COORDINATION PROJECT 31-12-14 A1 ISSUE FOR A.T. REVIEW 19-12-14 ISSUED FOR VERIFICATION REVIEW APPROVED

SCALE SIZE APPROVAL C. JACK A1 1 : 250 C. JACK DRAWN C. JACK Jasmax/Grimshaw C. JACK KARANGAHAPE STATION VE2 DESIGNED C. RITTER PITT Eduardo STREET, AUCKLAND CBD Velásquez / James Raimon C. RITTER

KARANGAH PITT STREE CROSS S

PROJECT

ISSUE FOR AT REVIEW APPROVED DATE 04-07-16

TITLE

PROJECT

ZONE

DISCIPLINE

SECTION

3

Karangahape Station CONTINUED

Figure 15- Residential property development over Mercury Lane entrance - concept

The Station also provides future-proofing for a seven to eight storey residential development above the station entrance at Mercury Lane with the predicted load paths being carried by the Mercury Land shaft structure. Additionally a crash deck has been included within the entrance building design to permit commercial development to take place above a fully operational station.

CRLproject@AT.govt.nz

| Page 47

Karangahape to Newton Junction

Provision of two tracks in separate bored tunnels under the existing street patterns and adjacent properties between Mercury Lane and Symonds Street.

Figure 16 – Tunnel locations between Karangahape Station and Newton Junction

LEGEND

ALIGNMENT PROPOSED DRIVEN TUNNEL

400m

PROPOSED MINED TUNNEL EGRESS WALKWAY ROUTE

XP2

MC 30

MC 20 390m

XP1

3

4

DETAIL 1

(NICHE LAYOUT FOR MC 20 REFER TO DRG. CRL-SYW-TUN-000-DRG-0074)

10

20

0

1 IN 18 TURNOUT (60km/hr)

40m

38 MT 2m T ED O EN ST

MC

AT

SCALE 1:1000

ION

A MC

MC

20

ESIGNSHARE.AU.AURECON.INFO:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-KTN-TUN-000-DRG-0063.dwg

CRL DOWN MAIN (MC20)

Page 48

XP1 KARANGAHAPE STATION

4

EASTLINK DOWN MAIN (MC50)

XP2

SECTION AS SHOWN

|

AT.govt.nz/CRL

A -

50

30

ALIGNMENT PROPOSED DRIVEN TUNNEL PROPOSED MINED TUNNEL

SECTION

PROPOSED CUT AND COVER TUNNEL b

SEGMENTAL LINING TO BE REMOVED FOR MINED TUNNEL CONSTRUCTION BULKHEAD STEPS

a

Newton Junction

3

CONCRETE PILLAR

THICKNESS ( mm )

SECTION

(a)

1

1.546 m

1.491 m

400

2

2.290 m

2.003 m

800

(b)

Provision of a grade-separated junction between the east and west-facing connections from the CRL and the North Auckland (Western) Line with mined caverns for each turnout and a grade-separated junction structure at Flower Street.

SECTION

Figure 17 – Newton Junction Alignment N.T.S.

1 -

* SECTION 2 SIMILAR

SCALE 1:10 000

2

1 4

G

F

I

H

J

MC60

E MC30

MC30 C

pw:\\DESIGNSHARE.AU.AURECON.INFO:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-NJT-TUN-000-DRG-7100.dwg

B A

CH 2764

CH 2725

CH 2678

CH 2622

D

MC60

CH 2873

CH 2819

CH 2773.330

CH 2905

CH 2925

MC20

MC

30

4

F

MC20

0

MC5

MC50

1

MC

20

2

21/11/2016 3:57:40 p.m.

Auckland

4

5

0

SCALE 1:500 100 0

10

20m

200

400m

SCALE 1:10000

CLIENT

0

ORIGINAL SIZE

20mm

40

60

80

100

200

REV 0.1 0.2 1.0 2.0 2.1 3.0 4.0

DATE 19.12.14 05.01.15 22.04.15 27.01.16 01.04.16

REVISION DETAILS FIRST ISSUE ISSUED FOR VERIFICATION REVIEW ISSUED FOR AT REVIEW RESPONSE FOR AT COMMENT UPDATED USING DR8 ALIGNMENT CROSS PASSAGES REVISED SHAFT DESIGN DEVELOPED UPDATED CHAINAGE OF CAVERN 300

APPROVED M.MORADALIZADEH G. DANIEL G.DANIEL G.DANIEL G. DANIEL G. DANIEL 400

SCALE

SIZE

1:500 & 1:10000

A1

DRAWN

PRELIMINARY

NOT FOR CONSTRUCTION

AUCKLAND CITY RAIL LINK

PROJECT

SOUTHERN JUNCTION TUNNELS GENERAL ARRANGEMENT PLAN

APPROVED

KM.CHEUNG

.

DESIGNED

DATE

TITLE

J.BARRY

PROJECT

CHECKED

DOCUMENT

D.MATHER 500

600

CRL

ZONE

NJT

DISCIPLINE

TUN

ELEMENT

000

TYPE

DRG

SHEET

7100

700

CRLproject@AT.govt.nz

REVISION

4.0

800

| Page 49

SECTION

3

Newton Junction, east-facing connection to the North Auckland (Western) Line

Figure 18 - East facing connection cut and cover alignment LEGEND: ALIGNMENT PROPOSED DESIGNATION EXISTING PROPERTY BOUNDARIES PROPOSED DRIVEN TUNNEL PROPOSED MINED TUNNEL SHAFTS / CUT AND COVER NORM

BRIDGE / ABOVE GROUND STRUCTURE

ANBY ROAD

TRACK SLAB BALLAST (OVER GRANULAR PAVEMENT) BALLAST OVER STRUCTURAL SLAB

49.6481

EN

MT EDEN 1950 STORMWATER DIVERSION DRIVE SHAFT

ED

20

ENFIELD

00

20

40

40

EXISTING MC40 NAL UPMAIN

EASTERN RAIL OVER RAIL CROSSOVER

MT

NORMANBY ROAD BRIDGE

RO AD

00 LAUDER ROAD

MC40 NAL UPMAIN

MT EDEN ROAD BRIDGE (EXISTING) AKIRAH

O ST

80 PJ

PJ 1/1

MT EDEN 1950 STORMWATER DIVERSION

60

20

40 ROA

00

D

160

RN

180 0

20 ION NS TE

ST RN BU

120

FL OW

ER

ST

EX

5

69

6.1

21

AU

75

140

140

VE

0 18 17 174 9.625 1.609 2.375 2 995 160

120

MC60 EAST LINK UPMAIN

D

OA

NR

DE

E MT

ST

535

100

74.9484

60

SHADDO

60

0

BU

RL

EIG HR

MT EDEN ROAD

OA D

GE NU

CK ST

KORARI ST

NT

ST

80

K684+85

pw:\\DESIGNSHARE.AU.AURECON.INFO:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-MTE-ENG-000-DRG-1001.dwg

RU

MT EDEN ROAD BRIDGE (NEW)

10 0 177 .6

TON

ST

.87

80

100 140

BOS

R

80

SE

RU

TE

60

WA

181

120

160

180

200 220

140

120

234.3837

100

MT EDEN 1950 STORMWATER DIVERSION RECEPTION SHAFT

40

EXISTING MC10 NAL DOWNMAIN

MC50 EAST LINK DOWN MAIN

20

BOSTON ROAD

ST

1/2

00

BOSTON ROAD

MC10 NAL DOWNMAIN

ST

60

40

K68 4+8

40

00 K684

NEWTON CROSS OVER SHAFT AND TBM LAUNCH AREA

84

+7

50

K6 Auckland

84

K6

FLOW

ER ST

00

JOIN LINE TO DRAWING CRL-MTE-ENG-000-DRG-1002

K6

+7

00

00 +8

84

00

84 K6

50 +7

84 K6

K6

U ST

NIKA

20

+850

20

84+

+6

50

700 H ROAD

NEW NORT

28/06/2016 10:23:13 a.m.

Two tracks in separate cut and cover tunnels connecting to the North Auckland (Western) Line to the east of Normanby Rd, including grade-separated bridges at Normanby Road and Mt Eden Road.

K6

84

10

0

20

40m

CLIENT

SCALE 1:1000

REV 1.0 2.0 3.0

DATE 13.05.16 04.05.16 29.06.16

REVISION DETAILS ISSUED FOR CONSENT REISSUE FOR AT REVIEW REISSUE FOR AT REVIEW

APPROVED G.DANIEL G.DANIEL G.DANIEL

SCALE

SIZE

AS SHOWN

A1

DRAWN

PRELIMINARY

NOT FOR CONSTRUCTION

K6

+6

84+

00

AUCKLAND CITY RAIL LINK

PROJECT

GENERAL ARRANGEMENT MT EDEN STATION EAST SHEET 1 OF 2

APPROVED

L.RUSBATCH

.

DESIGNED

DATE

TITLE

B.RYDER

CHECKED

PROJECT

G.DANIEL

G.DANIEL 0

20mm

40

60

80

100

200

300

400

500

650

DOCUMENT 600

CRL

ZONE

MTE

DISCIPLINE

CIV

ELEMENT

000

TYPE

DRG

700

CRLproject@AT.govt.nz

SHEET

1001

REVISION

3.0

800

| Page 50

SECTION

3

Newton Junction, west-facing connection to the North Auckland (Western) Line

Figure 19 – West-facing connection LEGEND: ALIGNMENT PROPOSED DESIGNATION EXISTING PROPERTY BOUNDARIES PROPOSED DRIVEN TUNNEL PROPOSED MINED TUNNEL SHAFTS / CUT AND COVER BRIDGE / ABOVE GROUND STRUCTURE

JOIN LINE TO DRAWING CRL-MTE-ENG-000-DRG-1002

TRACK SLAB BALLAST (OVER GRANULAR PAVEMENT)

ED

EN

RO

AD

BALLAST OVER STRUCTURAL SLAB

MT

ENFIEL

D ST

MT EDEN ROAD BRIDGE (EXISTING)

PJ

1/2

BRENTWOOD AVE

.87

AC

MT EDEN CRL PLATFORM NEW NORTH ROAD

240

280

300

NEW

AD

H RO

T NOR

XT TE ER S

ST RURU

ST FLOWER

KORARI

ST

0 6614 320.

OW

RO EP

ST A NGAHUR

220

260.4989 260

FL

ION

AD RO

PORTERS AVE FOOTBRIDGE

LA CE

E S AV PORTER

WESTERN FLYOVER

223

pw:\\designshare.au.aurecon.info:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-MTE-CIV-000-DRG-1002.dwg

EXISTING MC10 NAL DOWNMAIN

MC10 NAL DOWNMAIN

114.1

84+

Auckland 7/07/2016 12:02:28 p.m.

0

K685+050

K685+050

80

100

N

NSIO

EXTE

60

50

U ST

NIKA

40

00

MC20 NIMT DOWNMAIN

+7

NEWTON CROSS OVER SHAFT AND TBM LAUNCH AREA

20

0

STATION VENT HEADHOUSE

RURU ST BRIDGE

273.3326

.98582 6.567 26279 00

+850 K684

+8 84

75

K6

00

PJ 1/3

NIKAU ST

K684+950

00

4+ 84

00

K684+900

4+8

8 K6 K6

+7

20

K685+000

0

K68

40

K685+000

K684+900

K684+85

60

20

K684+950

200

EN

SIO

0

N

16

FENTON ST

SHAD

60

K6

K6

FENTON ST FOOTBRIDGE

D AVE

EXISTING MC40 NAL UPMAIN

MC40 NAL UPMAIN

140 MC30 NIMT UPMAIN

80

84

MIN

NEW MT EDEN STATION

120

535

ST

ION

RU

TWOO

DO MIN

RU

ST 84 CK.94 DO74

00

DO

181

100

177 .6

120

100

40

BREN

EXISTING MT EDEN STATION

80

0 18 17 174 9.625 1.609 2.375 2 995 160

140

K6

AD WYNYA

75

AD

RO

60

EN

ED

40

MT

ST

RD RO

20

AHO

AD

00 AKIR

18

Two tracks forming an island platform in an open cut structure with grade separation passing under the North Auckland (Western) Line to the west of Porters Avenue.

700 H ROAD

NEW NORT

84+

650 10

0

SCALE 1:1000

20

40m

CLIENT

REV 1.0 2.0 3.0

DATE 13.05.16 04.05.16 29.06.16

REVISION DETAILS ISSUED FOR CONSENT REISSUE FOR AT REVIEW REISSUE FOR AT REVIEW

APPROVED G.DANIEL G.DANIEL G.DANIEL

SCALE

SIZE

AS SHOWN

A1

DRAWN

L.RUSBATCH

PRELIMINARY

NOT FOR CONSTRUCTION

AUCKLAND CITY RAIL LINK

PROJECT

GENERAL ARRANGEMENT MT EDEN STATION WEST SHEET 2 OF 2

APPROVED .

DESIGNED

DATE

TITLE

B.RYDER

CHECKED

G.DANIEL

PROJECT

G.DANIEL

DOCUMENT

CRL

ZONE

MTE

DISCIPLINE

CIV

ELEMENT

000

TYPE

DRG

CRLproject@AT.govt.nz

SHEET

1002

REVISION

3.0

| Page 51

Modifications to the North Auckland (Western) Line between Normanby Road and Porters Avenue

Figure 20 – Mt Eden Station (including tunnel ventilation structure at the southern end of the CRL platform)

The Mt Eden Station entrance building is accessed from an extended Ruru Street and provides a common ticket hall linking to the Western Line and CRL platforms via lift, escalator and stairs.

10 Room Schedule - Station - Ground Number 103 106 107 108 110 111 112 115 116 117 118 119 200 201 202 203 204 205 206 208 210 213 230 230 231 240 241 250 300 301

N 2

1

1

2

4005

4005

4002

4002

PR EM IUM F

EN C

ET

OB

OU ND

AR Y

S KIS IDE NR

KIS

W NE

400 401 402 403 404 405 406 407 408 409 410 450

SN E RID

108

ESC 3

BR OU IDGE TR A IGG CC ER ESS S

SECURE GATE

119 118 117 116 115

PA TAXI

BRIDGE OVER

107 240

RKS

AC C

206

230

PA TAXI

2240

200

RKS

STAIRS ESC 2

205

120

UP

426

2

FUTURE OVERSITE DEVELOPMENT

EXIT STAIRS

4000

427 428 520

GATELINE 8 NO.

R/O

1400

UPS 1

213

2000

406

LV 2

UPS 3

208

RETAIL

99% CAR

403

405

407

UPS 2

UPS 4

106 R/O

210

203

PUBLIC PRIVATE CIRCULATION

408

103

UPS 5

UP

CIRCULATION

204

410

BMS

CER 1

SECURE GATE

510

409

GAS

CER 2

112

Ø 1400 WATER MAIN

STAFF PARKING

MAINTENANCE ACCESS

2 2

BRIDGE ACCESS OUTRIGGERS

1800mm HIGH PREMIUM BALUSTRADE TO EDGE

5100

BRIDGE

1200

CANOPY ESC 1

METAL ROOF STAIR CANOPY STAIRS

111 LIFT 4

METAL ROOF STAIR CANOPY

CANOPY

1800 BALUSTRADE WITH GLAZED TOP 800HIGH

CANOPY OVER

430 ROOF GLAZING SECTIONS

DIVERTED WATER MAIN EXISTING WATER MAIN TO BE RELOCATED

1

MTE STATION - LEVEL GROUND

1200

SCALE @ A1 1 : 250

ALUMINIUM STANDING SEAM PREFINISHED METAL ROOF

1800mm HIGH PREMIUM BALUSTRADE TO EDGE

1800mm HIGH PREMIUM BALUSTRADE TO EDGE

2.5

5

SCALE 1:250 AT A1 SCALE 1:500 AT A3

AT.govt.nz/CRL

401

250 110

CONCOURSE

2470

1 4000

Office: Plot Date: 14/06/2016 12:43:49 p.m.

R/O

CL

425

404

2855 1900

4000

424

RURU STREET NEW BRIDGE

423

FIRE EGRESS

422

TX B

4400

LV 1

R/O

TVS/ OTE

3

CANOPY OVER

421

0

|

SECURE GATE

KORARI STREET NEW BRIDGE

FIRE EGRESS

429

Page 52

R/O

801

STATION - GL STATION - GL STATION - GL

BUILDING SERVICES

5100

TX A

R/O

MATT WELL

1800mm HIGH PREMIUM BALUSTRADE TO EDGE

UP

Filename: C:\Revit\CRL_MTE_ARC_000_MD3_STATION_R15_v2_JHR.rvt

4500

STATION ENTRY

4500

2 2500

14 m² 53 m² 35 m²

BOH

402

300

3265

3

- GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL

LEGEND RO AD

400

STAIRS

BOLLARDS

ES S

301

NOTE: REFER CALLOUT FOR HEAD HOUSE AREA SCHEDULE FUTURE OVERSITE DEVELOPMENT

STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION

UP

1

TVM

26 m² 31 m² 15 m² 16 m² 16 m² 17 m² 19 m² 16 m² 20 m² 28 m² 28 m² 37 m²

241 231

LIFT 2

5100

- GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL - GL

7500 Bridge

230

201 202

Level STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION STATION

C L

800 PLAZA

Area 97 m² 9 m² 9 m² 10 m² 355 m² 12 m² 21 m² 3 m² 2 m² 2 m² 2 m² 2 m² 24 m² 6 m² 13 m² 15 m² 10 m² 18 m² 10 m² 6 m² 12 m² 3 m² 3 m² 8 m² 12 m² 25 m² 7 m² 27 m² 11 m² 12 m²

in.

CANOPY OVER

2

510 800 801

450

300 0m

N SIO EN XT TE EE TR US UR -R

EMERGENCY SERVICES PARK

400 0M IN

AD RO

60 BICYCLE PARKS

Name CORRIDOR LIFT 3 LIFT 2 LIFT 1 CONCOURSE LIFT 4 FIRE EGRESS STAIR ACC WC UNI WC UNI WC UNI WC STORAGE OFFICE FIRE INLET PANEL COMMS /CASH FCR / SCR BMS CLEANERS / STORE BINS UNALLOCATED POLICE UNALLOCATED ACC WC WC ACCESS CORRIDOR STORE STORE LOBBY TICKET WINDOWS TICKET VENDING MACHINES TX A LV 1 TX B LV 2 UPS 1 UPS 2 UPS 3 UPS 4 UPS 5 CER 2 CER 1 LIFT EQUIPMENT / HYDRANT / CLEANING GAS RETAIL RETAIL

7.5

10

12.5m

CLIENT

REV 4 3 2 1

DATE 14/06/16 03/06/16 19/04/16 22/02/16

REVISION DETAILS REFERENCE DESIGN FOR AT REVIEW AT REVIEW REFERENCE DESIGN FOR AT REVIEW REFERENCE DESIGN FOR AT REVIEW

APPROVAL CHRIS JACK CHRIS JACK CHRIS JACK GRANT DANIEL

SCALE

1 : 250 DRAWN

SIZE

AT REVIEW

CANOPY

MOUNT EDEN STATION

PROJECT

A1

MT EDEN STATION - FLOOR PLAN - GL

APPROVED

JASMAX

DATE 14/06/16

DESIGNED

TITLE

Chris Jack CHECKED ORIGINAL SIZE

Chris Jack

Grant Daniel

DOCUMENT

PROJECT

ZONE

DISCIPLINE

ELEMENT

TYPE

SHEET

REVISION

CRL

MTE

ARC

000

DRG

2100

4

SECTION

3

Modifications to the North Auckland (Western) Line between Normanby Road and Porters Avenue CONTINUED

Provision of a central Station Group Control Centre (SGCC) facility above the station entrance building off Ruru Street, replacing the existing facilities displaced by the works to Britomart Station.

Figure 22– Central Station Control Room at Mt Eden Station

Figure 23 – Footbridges at Ngahura/Fenton Sts and Wynyard Rd/Porters Ave

Future-proofing for an additional operational floor above the SGCC that could be used for a potential Auckland rail system control room at some time beyond the commencement of CRL operations.

Figure 21– Indicative redevelopment potential for Mt Eden

The design provides for future-proofing for commercial development above and beside new track alignments in tunnels and above the CRL station platform construction.

Future-proofing includes the enhancement of underground structures to tunnels, increased structure above and beside the CRL platform trench and a structural deck spanning the CRL platform that is sufficient to place a future development footprint without impacting upon the CRL operations.

CRLproject@AT.govt.nz

| Page 53

Modifications to the North Auckland (Western) Line between Normanby Road and Porters Avenue CONTINUED

Figure 24 – Mt Eden construction site

The principal construction site for the CRL project is at Mt Eden, measuring 2.4 hectares.

DO NOT SCALE FROM THE DRAWING. KEY 5.PLAN LEGEND

NOTES

1. THIS DRAWING PROVIDES A CONCEPTUAL LAYOUT OF THE MAIN TUNNELLING WORKSITE AT MT EDEN. THE FINAL ARRANGEMENT WILL BE DEVELOPED DURING SUBSEQUENT STAGES OF DESIGN, PROJECT PROCUREMENT AND CONSTRUCTION PLANNING. 2. VEHICLE ROUTES NOT SHOWN DUE TO CONFIRMATION OF FINAL STAGING BY CONTRACTOR. REFER TO CRL DESIGNATION CONDITIONS. 3. EXISTING AND PROPOSED CATCH PITS USED IN ANY CONSTRUCTION STAGE TO BE FITTED WITH FILTERS. 4. BUND IS SUBJECT TO MOVE TO SUIT CONSTRUCTION STAGING.

72

-29 G DR 0-DRG TO 0 INE RME-0 L JOIN -MTE L CR

TE

GA

MT

60

CRL DESIGNATION KIWIRAIL WORKSITE HOARDING

BUND

HOARDING AND WATERPROOF BUND

CP

CATCHPIT LOCATION

EDE

NR

D

C DDO SHA ESS ACC

WORKSITE GATE PUBLIC VEHICLE ROUTE CRL ONLY VEHICLE ROUTE BOTH CRL AND PUBLIC VEHICLE ROUTE VEHICLE ROUTE WITHIN WORKSITE CRL VEHICLE WORKSITE EGRESS CONSTRUCTION SUPPORT AREA PEDESTRIAN WALKWAY ACCESS ROAD

D

BUN

T

KS

DEN

TE

D

BUN

RD

41

BU

AREA TO BE OCCUPIED BY NAL TRACK WORKS CONTRACTOR

ND

AK

IRA

E

GAT

HO

ST

18

366

7

BUND

BUND

4

PROPOSED CP15

G L EN ST AYD ERA OR OW L AG N & E( 18 ) PIPE PE P E& BRACKET CK C K KET STORAGE E (13) (1

22

6

S

SPOIL HANDING AND LOADING AREA (5)

20

O)

(N

G

TO

GN

GENERAL LAYDOWN & STORAGE (18)

W

W

W

S S

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

FLOWER ST

KORARI ST

RURU ST

REV DATE REVISION DETAILS 1.0 13.05.16 ISSUED FOR CONSENT

APPROVED B.NEWNS

SCALE

SIZE

1:500

A1

W

W

DRAWN

TE

SEGMENT STORAGE AREA (6)

WATER TREATMENT CP6 (20)

MAXIMUM CONSTRUCTION LOAD = 30KPA (TO BE CONFIRMED BY CONTRACTOR)

BUND

8m ROAD

SEGMENT STORAGE AREA (6)

"THESE DRAWINGS PRESENT REFERENCE DESIGN AND CONSTRUCTION METHODOLOGY INFORMATION TO ENABLE TECHNICAL SPECIALISTS TO ASSESS POTENTIAL EFFECTS ON THE ENVIRONMENT AS PART OF A REGIONAL CONSENT APPLICATION. THEY ARE NOT INTENDED FOR ANY OTHER USE. IT IS NOTED THAT THE DESIGN WILL BE DEVELOPED FURTHER PRIOR TO CONSTRUCTION TO SUIT FINAL CONSTRUCTION METHODOLOGIES"

PRELIMINARY

NOT FOR CONSTRUCTION

AUCKLAND CITY RAIL LINK

PROJECT

MT EDEN NAL CONSTRUCTION SUPPORT AREA 4 (INDICATIVE LAYOUT) TUNNELLING PHASE

APPROVED

L.RUSBATCH

.

DESIGNED

DATE

TITLE

C.HOWARD PROJECT

CHECKED

B.NEWNS

D.MCGAHAN 0

ORIGINAL SIZE

20mm

Page 54

40

|

60

80

100

AT.govt.nz/CRL

200

300

400

500

CP12 CP11

SEGMENT STORAGE AREA (6)

NGAHURA ST

W

CLIENT

1950 SW PIPE JACKING ( DIVERSION )

JOIN LINE TO DRG CRL-MTE-RME-000-DRG-2972

BUND

S

S S

S

W

Auckland

W

12/05/2016 10:09:45 a.m.

W

20m

W

10

W

0

SCALE 1:500

W

34, 36 & 38 NIKAU ST 750 SEWER PIPE JACKING ( DIVERSION )

W

5

NIKAU ST

POWER (19) W

BUND

CP5

CP7 CP8

BUND

W

ND

ST

M&E STORE (8)

8m ROAD

S

S S

ND BU

S

BUND

BU

NIKAU

CP10

+67.0

+67.0

GA

W

+58.0

CP9

W

+69.0 ++6 6

RAMP DOWN DO OW O

ELEC. STORE (12)

W

D

SHAFT

W

PROPOSED CP14

RAMP DOWN 1:7

BUN

+58.0

W

BUND

W

8m ROAD

W

BUND

W

A

W

S

BUND

9

W

BUND

4

W

FLOWER ST

CP

GROUT PLANT (17)

CONSTRUCTION LOAD ABOVE THE EXISTING WATERMAIN TUNNEL = 30KPA (TO BE CONFIRMED BY THE CONTRACTOR, CALCULATIONS SUBMITTED TO AND APPROVED BY WATERCARE AT AND PRIOR TO LOADING THIS AREA.) W

GENERAL LAYDOWN & STORAGE (18)

ND

07

EN

ES

pw:\\DESIGNSHARE.AU.AURECON.INFO:PW_PROD_AU\Documents\Projects\23xxxx\239933 - City Rail Link (CDE)\01-WIP\Drawings\CRL-MTE-RME-000-DRG-2971.dwg

BU VO

CP2

CP1

GV

SHADDOCK ST

1300 WATER MAIN DIVERSION AT RURU STREET ( DIVERSION )

S

PROPOSED CP13

VE

7

CP3

W

CAR PARK

OFFICES, AMENITIES, SECURITY (7)

INDICATIVE AREA (m2)

SPOIL AREA - HARDSTAND FOR LOADING AND BINS 1430 SEGMENT STORAGE YARD 2660 SITE OFFICES, AMENITIES, SECURITY 1735 MECHANICAL & ELECTRICAL STORES AND WORK AREAS 735 ELECTRICAL STORE 225 PIPE AND BRACKET STORAGE 205 GROUT BATCHING PLANT 400 GENERAL LAYDOWN AND STORAGE 2390 POWER SUPPLY, SWITCHING, DIST. ETC 70 WATER TREATMENT PLANT 240

W

9

WORK ZONE 5 6 7 8 12 13 17 18 19 20

W

22

27

DOCUMENT 600

CRL

ZONE

MTE

DISCIPLINE

RME

ELEMENT

000

700

TYPE

DRG

SHEET

2971

REVISION

1.0

800

SECTION

3

Associated Works on the Wider Network

Wider network works associated with the CRL include: • provision of additional turn-outs at Newmarket Station ¯ ta¯huhu stations • turn-back tracks and platforms at Henderson and O • out-based train crew accommodation displaced by works at Britomart Station.

Figure 25 – Newmarket cross-overs and escape bridge

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Associated Works on the Wider Network CONTINUED

¯ ta¯huhu Station Figure 26 – Additional turn-back platform and track work at O

R

1:9 CROSS OVER (25kph)

HENDERSON STATION OPTIONEERING OF STATION LAYOUTS FOR FUTURE GROWTH (OPTIONS 1, 2A & 2B)

JOIN

XISTING HICKORY OOTBRIDGE TO BE REMOVED

RAILSIDE AVE

RD

NS 1, 2A & 2B ACCESS TO NEW PLATFORM VIA COUNCIL BUILDING

HE

PANUKU DEVELOPMENT

YT

PROPOSED 150m LONG PLATFORM

SM

1000m2

COUNCIL BUILDING

4.0

JOIN

PLATFORMS FUTURE PROOFED FOR 200m

HENDERSON STATION

RAILSIDE AVE

PROPOSED 100m LONG PLATFORM EXT

PROPOSED CONCOURSE

EXISTING CONCOURSE

RD

FigureOPTION 27 – Additional platform and track work at Henderson Station 1 turn-back : SHIFT EXISTING PLATFORM - 2 THRU HE YT

PROPOSED 150m LONG PLATFORM

ACCESS TO NEW PLATFORM VIA COUNCIL BUILDING

PANUKU DEVELOPMENT

SLEW EXISTING CURVE TO SUIT NEW TRACK CONFIGURATION

SM

1000m2

COUNCIL BUILDING

1:12 CROSS OVER AND RUNAWAY

4.0

JOIN

PLATFORMS FUTURE PROOFED FOR 200m

ROADS & 2 TURNBACKS

HENDERSON STATION

RAILSIDE AVE

PROPOSED 55m LONG PLATFORM EXT

TRIM EXISTING PLATFORM 0.85m

PROPOSED CONCOURSE

EXISTING CONCOURSE

|

PROPOSED 150m LONG PLATFORM

YT

PLATFORM FUTURE PROOFED FOR 200m

AT.govt.nz/CRL

PANUKU DEVELOPMENT

ACCESS TO NEW PLATFORM VIA COUNCIL BUILDING

SM

Page 56

JOIN

HE

RD

OPTION 2A : TRIM EXISTING PLATFORM - 2 THRU ROADS, 1 LOOP & 1 TURNBACK

1000m2

COUNCIL BUILDING

TURNBACK

SLEW EXISTING CURVE TO SUIT NEW TRACK CONFIGURATION

SECTION

3

Project-wide

The design includes:

Property acquisition:

Planning and consents:

Geotechnical and utility surveys:

• the temporary and permanent diversion of utilities in existing streets affected by the CRL works

The project has completed acquisition of all surface properties for the permanent and temporary works associated with the CRL. This includes the acquisition of all temporary construction sites required to construct the CRL. All subterranean property rights where the CRL passes under existing titles are currently being acquired.

The project has a designation and conditions that provide for the construction, operation and maintenance of the CRL at surface and sub-surface.

In addition, resource consent approvals are in their final stages. Alterations to the designation to accommodate design refinement are progressing.

Outline plans of work are still required, as detailed in the designation conditions.

The project has a comprehensive understanding of the geotechnical and utility requirements as a result of the 130 boreholes undertaken and the 1200 borehole logs taken from building records. Geotechnical and hydrogeological models have been prepared and utility surveys undertaken and will be completed across the project by the first quarter of 2017.

• reinstatement of the urban realm in modern equivalent form to all areas affected by the works in line with the CRL designation conditions • provision for line wide systems to support the CRL operations • provision of tunnel and station ventilation systems to support the CRL operations • provision of emergency escape capacity for stations and tunnels to meet the operational needs of the CRL • ETCS level 1 signalling system installation throughout the CRL infrastructure with futureproofing for ETCS level 2 • all stations future proofed for the installation of platform edge door screens • all CRL underground track-form to be in track slab construction with resilient mounts in areas dictated by designation conditions to meet operational noise and vibration requirements.

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Operations

Track, stations and systems installations for the CRL infrastructure are designed to support operations for an ultimate capacity of 24 CAF six-carriage trains per hour in each direction and the ultimate passenger throughput of 18,000 passengers per hour in each direction.

Figure 28 – Passenger link flows

Figure 30 – Operational Diagram for commencement of operations

No diesel traction is to be used for operating passenger services and no freight services to be operating on the CRL underground infrastructure.

The provision of station control rooms at each station that are capable of replacing the SGCC function in the event that the SGCC is disabled for operational control.

Space-proofing within stations that have the capacity to operate safely in the event of train service disruption.

Figure 29 – Passenger boarding and alighting for station design

Figure 31 – Operational diagram for ultimate CRL operations

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AT.govt.nz/CRL