EAST WEST LINK DRAWING REGISTER

DWGNUMBER DRAWING TITLE CURRENT

REVISION DATE AND REVISION

1/12/2

016

14/12

/2016

PLAN SET 7 - TYPICAL CROSS SECTION

AEE-C-002 ROAD ALIGNMENT - TYPICAL CROSS SECTION - DRAWING INDEX 1 0 1

AEE-C-300 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SECTION MARKER 1 0 1

AEE-C-301 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 1 0 0

AEE-C-302 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 2 0 0

AEE-C-303 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 3 0 0

AEE-C-304 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 4 0 0

AEE-C-305 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 5 0 0

AEE-C-306 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 6 0 0

AEE-C-307 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 7 0 0

AEE-C-308 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 8 0 0

AEE-C-309 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 9 0 0

AEE-C-310 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 10 0 0

AEE-C-311 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 11 0 0

AEE-C-312 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 12 0 0

AEE-C-313 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 13 0 0

AEE-C-314 ROAD ALIGNMENT - TYPICAL CROSS SECTION - SHEET 14 0 0

AEE-C-315 ROAD ALIGNMENT - TYPICAL CROSS SECTION - CAPTAIN SPRINGS ROAD - SHEET 15 0 0

AEE-C-316 ROAD ALIGNMENT - TYPICAL CROSS SECTION - PORTS LINK - SHEET 16 0 0

AEE-C-317 ROAD ALIGNMENT - TYPICAL CROSS SECTION - GREAT SOUTH ROAD INTERSECTION - SHEET 17 0 0

AEE-C-321 GEOTECHNICAL - EMBANKMENT TYPICAL CROSS SECTION - SHEET 1 0 0

AEE-C-322 GEOTECHNICAL - EMBANKMENT TYPICAL CROSS SECTION - SHEET 2 0 0

AEE-C-323 GEOTECHNICAL - EMBANKMENT TYPICAL CROSS SECTION - SHEET 3 0 0

AEE-C-324 GEOTECHNICAL - EMBANKMENT TYPICAL CROSS SECTION - SHEET 4 0 0

Plot Date: Cad File No:12 December 2016 - 12:35 p.m. W:\CAD\AutoCAD\DWGs\AEE-C-002.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

ROAD ALIGNMENTTYPICAL CROSS SECTIONDRAWING INDEX

AEE-C-002 1

A RAM

A RAM

J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/20161 ISSUED FOR CONSENT - GSR GRADE SEPARATION AR NN* PK* 14/12/2016

PLAN SET 7TYPICAL CROSS SECTION

Page 144 of 282

4000

3500

3000

2500

20001500

1000

500

0MC00

A B

Q5C-323

Q3C-322

Q7C-324

Q1C-321

S1S-012

S4S-017

S7S-031

C1C-301

C2C-301

C5C-304

C7C-306

C6C-305

C9C-307

Q4C-322

C10C-307

C23C-315

C24C-315

C25C-316

C26C-316

S5S-018

S3S-017

C3C-303

Q6C-323

C4C-303

Q2C-321

S6S-018

C15C-310 C14

C-310

S11S-046

S12S-055

6500

6000

5500

5000

4500

4000

A B

BC

S7S-031

C12C-308

C13C-309

S10S-045

S17S-081

C11C-308

S8S-032

S9S-033

S13S-056

C28C-317C27

C-317S7S-031

9000

8500

8000

7500

7000

6500

9062.411

B C

S15S-066

S16S-072

C16C-311

C17C-311

C18C-312 C20

C-313

C21C-313

C22C-314

C19C-312

S14S-062

Plot Date: Cad File No:8 December 2016 - 1:03 PM W:\CAD\AutoCAD\DWGs\AEE-C-300.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

ROAD ALIGNMENTTYPICAL CROSS SECTIONSECTION MARKER

AEE-C-300 1

A RAM

R TAN

J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

NOT TO SCALE0 ISSUED FOR CONSENT AR NN* PK* 01/12/20161 ISSUED FOR CONSENT - GSR GRADE SEPARATION AR NN* PK* 14/12/2016

N

N

N

Page 145 of 282

SECTIONC1AEE-C-300 SCALE 1 : 100

/

//

SHOULDER3.00

NEILSON STREETINTERCHANGE SOUTHBOUND ON-RAMP

9.70

TRUCK/HCVLANE3.50

TRAFFICLANE3.50

EXISTINGNEILSON STREET INTERCHANGE

NORTHBOUND ON-RAMP9.70

TRUCK/HCVLANE3.50

TRAFFICLANE3.50

SH20 SOUTHBOUND

ORPHEUS DRIVE6.65

SHARED PATHON CANTILEVERED

BOARDWALK4.00

TRAFFICLANE3.50

TRAFFICLANE3.50

MEDIAN4.40

SHOULDER3.00 VARIES

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SH20 NORTHBOUND

SHOULDER1.00

SHOULDER1.00

SHOULDER1.00

SHOULDER1.00

FLUSHMEDIAN

0.70

SH20 NEILSON STREET INTERCHANGE

FLUSHMEDIAN

0.70

FALLFALL FALL FALL

EXIS

TING

CMA

BOU

NDAR

Y

FALL

TL4 BARRIER WITHANTI- GLARE SCREEN

EXISTING PAVEMENTTO REMAIN

EXISTING PAVEMENTTO REMAIN

PROPOSED 12m HIGHLED LIGHTS

NEW PAVEMENT ANDINDICATIVE UNDERCUT

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

EXISTING MEDIAN RIGIDBARRIER TO REMAIN

KERB ANDCHANNEL

PROPOSED 12m HIGHLED LIGHTS

EXISTING MEDIANLIGHTS TO REMAIN

NEW PAVEMENT WIDENINGAND INDICATIVEUNDERCUT

NEW PAVEMENT WIDENINGAND INDICATIVEUNDERCUT

FENCE

SUBSOIL DRAIN

PROPOSED 12m HIGHLED LIGHTS

STORMWATERDRAINAGE TO CATCHPITAND MANHOLES

SUBSOIL DRAIN

STORMWATERDRAINAGE TO CATCHPITAND MANHOLES

SUBSOIL DRAIN

ON SH20 - NORTH OF PROPOSED OVERBRIDGE

FENCE

2.50

INDICATIVEFENCE LINE

TL4 BARRIER

TL4 BARRIER TL4 BARRIER

TL4 BARRIER

TL4 BARRIER

TL4 BARRIER

FALL

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

SUBSOIL DRAINSUBSOIL DRAIN

FALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 1

AEE-C-301 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:50 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES 0 1 4 5m32

SCALE 1:200 @ A3 SIZE

Page 146 of 282

SECTIONC2AEE-C-300 SCALE 1 : 100

/

BUSLANE3.50

SHLD1.00

TRUCK/HCVLANE3.50

EXISTINGNEILSON STREET INTERCHANGE

SOUTHBOUND ON-RAMP8.85

EWL TO SH20 SOUTHBOUNDON-RAMP

8.35

TRAFFICLANE3.50

TRAFFICLANE3.50

SHOULDER1.00

SHOULDER3.00

SH20 SOUTHBOUND

TRAFFICLANE3.50

TRAFFICLANE3.50

MEDIAN4.40

SHOULDER3.00

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SH20 NORTHBOUND

TRAFFICLANE3.50

(NARROWING)

SH20 NEILSON STREET INTERCHANGE

FALLFALL

FALLFALL

PROPOSED12m HIGH LEDLIGHTS

NEW PAVEMENT ANDINDICATIVE UNDERCUT

EXISTING PAVEMENT TOREMAINTL4 BARRIER

TL4 BARRIER

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

EXISTING MEDIAN RIGIDBARRIER TO REMAIN

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

EXISTING MEDIANLIGHTS TO REMAIN

PROPOSED12m HIGH LEDLIGHTS

PROPOSED12m HIGH LEDLIGHTS

SUBSOIL DRAINSTORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

SUBSOIL DRAIN

TL4 BARRIER

TL4 BARRIER

ON SH20 - SOUTH OF PROPOSED OVERBRIDGE

INDICATIVEFENCE LINE

FLUSHMEDIAN

0.70

FALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 2

AEE-C-302 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 147 of 282

SECTIONC3AEE-C-300 SCALE 1 : 100

SH20 NEILSON STREET SOUTHBOUND OFF-RAMP

TRAFFICLANE3.50

SHOULDER2.00

TRAFFICLANE3.66

SHOULDER3.66

NEILSON STREET SOUTHBOUND OFF-RAMP15.70

DIVERGEMARKING

2.89

TRAFFICLANE3.62

SOUTHBOUND TRUCKHCV LANE

3.62SHOULDER

3.70SHLD1.03

EWL TO SH20 SOUTHBOUND ON-RAMP12.70

0.70

FALLFALL

APPROX. MCD0 CH 215

TL4 BARRIER

TL4 BARRIER

RETAININGWALL

FENCE

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

NEW PAVEMENT

PROPOSED 12mHIGH LED LIGHTS

PROPOSED 12mHIGH LED LIGHTS

ENGINEERED FILL

TL4 BARRIER

SUBSOIL DRAIN

SUBSOIL DRAIN

SECTIONC4AEE-C-300 SCALE 1 : 100

NEILSON STREET OVERBRIDGE APPROACH EMBANKMENT (NORTH)

TRAFFIC LANE3.50

SHLD1.50

EWL EASTBOUND6.00

SHLD1.00

SH20 NEILSON STREETSOUTHBOUND ON-RAMP

9.65

TRUCKHCV LANE

3.50SHLD1.00

FALL

TRAFFIC LANE3.50

SHLD1.63

FALL

APPROX. MC00 CH 80

RETAINING WALL

12m PROPOSEDHIGH LED LIGHTS

FENCE

RETAININGWALL

TL4 BARRIER

NEW PAVEMENT

FENCE

12m PROPOSEDHIGH LED LIGHTS

TL4 BARRIER

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

TL4 BARRIER

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

ENGINEERED FILLWETLAND

SUBSOIL DRAINSUBSOIL DRAIN

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 3

AEE-C-303 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE

1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 148 of 282

SECTIONC5AEE-C-300 SCALE 1 : 100

/

NEILSON STREET OVERBRIDGE APPROACH EMBANKMENT (SOUTH)

SHLD1.50

TRAFFICLANE

EASTBOUND3.50

SHLD1.50

TRAFFICLANE

WESTBOUND3.50

MEDIAN2.70

FALLFALL

TRUCKHCV LANE

ENTRY2.75

SHLD1.00

TRAFFIC LANE3.50

SHLD1.00

FALL

RETAINING WALL

TL4 BARRIER

RETAININGWALL

FENCE

NEW PAVEMENT STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

ENGINEERED FILL STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENT

RETAINING WALL

KERB ANDCHANNEL

EXISTINGPAVEMENTTO REMAIN

ENGINEERED FILL

APPROX. MC00 CH 330

FENCE

SHARED PATH3.00

TRAFFICLANE2.82

ORPHEUS DRIVE5.65

EWL TO SH20NORTHBOUND ON-RAMP

EXISTING TRANSPOWERTOWER MR-33.CURRENT CLEARANCE : 8.3mTOWER TO BE MODIFIED TO MEET10m CLEARANCE REQUIREMENT

SH20OVERBRIDGE APPROACH (SOUTH)

INDICATIVEFENCE LINE

2.1

TL4 BARRIERTL4 BARRIER

TL4 BARRIER

TL4 BARRIER

TL4 BARRIER

CLEARANCETO TOWER

1.30

SUBSOIL DRAIN

SUBSOIL DRAIN

SUBSOIL DRAIN

TRAFFICLANE2.82

FALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 4

AEE-C-304 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 149 of 282

SECTIONC6AEE-C-300 SCALE 1 : 100

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMACMA

CMA

T R A K K E R

IVECO

S K O D A

A U T O

//

EMBANKMENT

TRAFFIC LANE3.50

SHLD1.80

WIRE ROPE BARRIER(TO RESTRAIN VEHICLE FROM ENTERINGNON-RECOVERABLE SLOPE. DUE TODESIRED LOW SPEED ENVIRONMENT ,BARRIER IS NOT REQUIRED KERBSIDEFOR PEDESTRIAN PROTECTION).

COASTAL ACCESS BOARD WALK(SHOWN INDICATIVELY)

4.00

RIGHT TURN BAY TOGALWAY STREET

4.56

CYCLE PATH ANDPEDESTRIAN FOOTPATH

4.80

STORMWATER DRAINAGETO ACO DRAIN ANDMANHOLES

TRAFFIC LANE3.50

TRAFFIC LANE3.50

TRAFFIC LANE3.50

SHLD1.80

FOOTPATH1.80

EWL EASTBOUND8.80

EWL WESTBOUND8.80

PROPOSED 12mHIGH LED LIGHTSPROPOSED 12m

HIGH LED LIGHTS

NEW PAVEMENT

APPROX. MC00 CH 1250

EXIS

TING

COAS

TAL M

ARIN

EAR

EA B

OUND

ARY

FOR EMBANKMENT TREATMENTDETAILS REFER TO SECTIONSQ1 TO Q7 ON DWGS AEE-C-321TO 324.

2.00

INDICATIVEFENCE LINE

VERGE1.00

VERGE1.00

FALLFALL FALL

STORMWATER DRAINAGETO ACO DRAIN ANDMANHOLES

FOR CONSENTROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 5

AEE-C-305 0

A RAM

R TAN

J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:18 November 2016 - 2:38 p.m. W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Raymond Bailey

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 150 of 282

SECTIONC7AEE-C-300 SCALE 1 : 100

/

GALWAY STREET

SHLD0.50

TRAFFICLANE (SB)

3.50MEDIAN

2.00

TRAFFICLANE (SB)

3.50

TRAFFICLANE (NB)

3.50

TRAFFICLANE (NB)

3.50SHLD0.50

GALWAY STREET17.00

TRAFFIC LANE (NB)3.50

EXISTING PAVEMENTTO REMAIN

SHARED PATH3.00

FOOT-PATH1.80

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

NEW PAVEMENTENGINEERED FILL

APPROX. MCH0 CH 145

ONEHUNGA HARBOURROAD

TRAFFIC LANE (SB)3.50

INDICATIVEFENCE LINE

SHLD0.90

TL4 BARRIER

FOOT-PATH1.80

KERB AND CHANNEL

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

FALLFALL

FALLFALL

SUBSOIL DRAINSUBSOIL DRAIN

FALL

FALL

FALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 6

AEE-C-306 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 151 of 282

SECTIONC9AEE-C-300 SCALE 1 : 100

T R A K K E R

IVECO

T R A K K E R

IVECO

EMBANKMENT

TRAFFIC LANE3.50

SHLD1.80

WIRE ROPEWIRE ROPE BARRIER(TO RESTRAIN VEHICLE FROM ENTERINGNON-RECOVERABLE SLOPE. DUE TODESIRED LOW SPEED ENVIRONMENT ,BARRIER IS NOT REQUIRED KERBSIDE FORPEDESTRIAN PROTECTION).

RAISEDMEDIAN

5.12

CYCLE PATH ANDPEDESTRIAN FOOTPATH

4.80

STORMWATER DRAINAGETO ACO DRAIN ANDMANHOLES

TRAFFIC LANE3.50

STORMWATER DRAINAGETO ACO DRAIN ANDMANHOLES

TRAFFIC LANE3.50

TRAFFIC LANE3.50

SHLD1.80

FOOTPATH1.80

EWL EASTBOUND8.80

EWL WESTBOUND8.80

NEW PAVEMENT

PROPOSED 12mHIGH LED LIGHTS

PROPOSED 12mHIGH LED LIGHTS

FOR EMBANKMENT TREATMENTDETAILS REFER TO SECTIONSQ1 TO Q7 ON DWGS AEE-C-321TO 324.

APPROX. MC00 CH 2450

INDICATIVEFENCE LINE

VERGE1.00

VERGE1.00

FALL FALLFALLFALL

SECTIONC10AEE-C-300 SCALE 1 : 100

T R A K K E R

IVECO

S K O D

A

A

U T O

EMBANKMENT

TRAFFIC LANE3.50

SHLD1.80

WIRE ROPE BARRIER(TO RESTRAIN VEHICLE FROM ENTERINGNON-RECOVERABLE SLOPE. DUE TO DESIREDLOW SPEED ENVIRONMENT , BARRIER IS NOTREQUIRED KERBSIDE FOR PEDESTRIANPROTECTION).

RAISEDMEDIAN

3.00

CYCLE PATHPEDESTRIAN FOOTPATH

4.80

TRAFFIC LANE3.50

TRAFFIC LANE3.50

TRAFFIC LANE3.50

SHLD1.80

BERM3.50

EWL EASTBOUND8.80

EWL WESTBOUND8.80

PROPOSED 12mHIGH LED LIGHTS

PROPOSED 12mHIGH LED LIGHTS

NEW PAVEMENT ANDINDICATIVE UNDERCUT STORMWATER DRAINAGE

TO ACO DRAIN ANDMANHOLES

FOR EMBANKMENT TREATMENTDETAILS REFER TO SECTIONSQ1 TO Q7 ON DWGS AEE-C-321TO 324.

APPROX. MC00 CH 3200

INDICATIVEFENCE LINE

VERGE1.00

FALLFALL FALL

FOR CONSENTROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 7

AEE-C-307 0

A RAM

R TAN

J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:18 November 2016 - 2:39 p.m. W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Raymond Bailey

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 152 of 282

SECTIONC11AEE-C-300 SCALE 1 : 100

TRAFFICLANE (NB)

3.50

TRAFFICLANE (SB)

3.50PARKING

2.60

VERGE1.00

VERGE2.00

FOOTPATH1.80

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

HUGO JOHNSTON DRIVE12.40

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES NEW PAVEMENT

KERB AND CHANNEL

KERB AND CHANNEL

ENGINEERED FILL

PROPOSED 12mHIGH LED LIGHTS

HUGO JOHNSTON DRIVE

SUBSOIL DRAIN

APPROX. MCB0 CH 30

FOOT-PATH1.80

FALLFALL FALLFALL

SECTIONC12AEE-C-300 SCALE 1 : 100

MCA0

TRAFFICLANE(SB)3.5

TRAFFICLANE(SB

RIGHT TURN)3.50

EXISTINGSHARED PATH

2.00

TRAFFICLANE(SB)3.5

TRAFFICLANE (SB

LEFT TURN)3.5

FLUSHMEDIANVARIES

TRAFFICLANE(NB)3.25

TRAFFICLANE(NB)3.25

SHOULDER1.00

SHOULDER1.00

GREAT SOUTH ROAD

STORMWATERDRAINAGE TO CATCHPITAND MANHOLES

EXISTING PAVEMENTTO REMAIN

KERB AND CHANNEL

KERB AND CHANNEL

PROPOSED 12m LEDLIGHTS

NEW PAVEMENT ANDINDICATIVE UNDERCUT

GREAT SOUTH ROAD (NORTH)APPROX. MCA0 CH 210

SHARED PATH3.00

FALLFALL FALLFALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 8

AEE-C-308 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 153 of 282

SECTIONC13AEE-C-300 SCALE 1 : 100

T R A K K E R

IVECO

S

K O D A

A U T O

KAROSA

irisbus

S

K O D A

A

U T

O

SYLVIA PARK ROADAPPROX. MC00 CH 5765

FALLFALL EXISTING

SYLVIA PARK ROAD WESTBOUND

(LANE CONFIGURATION TO CHANGE)8.50

SH1 NORTHBOUND TO EWL WESTBOUND OFF-RAMP8.70

EWL EASTBOUND TO SH1 SOUTHBOUND ON-RAMP12.20

SYLVIA PARK ROADEASTBOUND

8.60

SHAREDPATH3.00

BERM10.00

-3.00%-3.00%

STORMWATER DRAINAGETO CATCHPIT

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

NEW PAVEMENT ANDINDICATIVE UNDERCUT

KERB AND CHANNEL

FOR STRUCTURAL DETAILS REFER TO DWGSAEE-S-041 TO 046.FOR STRUCTURAL DETAILS REFER

TO DWGS AEE-S-051 TO 056.

KIWIRAIL CORRIDOR

FALLFALL FALL

FOR CONSENTROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 9

AEE-C-309 0

A RAM

R TAN

J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:18 November 2016 - 2:37 p.m. W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Raymond Bailey

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 154 of 282

SECTIONC14AEE-C-300 SCALE 1 : 100

SHOULDER 2.50

SOUTHBOUNDSHOULDER

TO BEWIDENED TO

3.00

TRUCK BYPASSLANE3.50

TRAFFICLANE3.50

SHOULDER1.00

WORKINGWIDTH

1.10

EXISTING SH1PAVEMENT TO REMAIN

EWL EASTBOUND RAMP TO SH1 SOUTHBOUND10.50

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVEUNDERCUT

TL4 BARRIERRETAININGWALL

TL4 BARRIER

NEW PAVEMENT

WALL BACKFILL

EXISTING SOUTHBOUND MT WELLINGTONHIGHWAY TO SH1 SOUTHBOUND ON-RAMP

SH1 SOUTHBOUND ON-RAMPAPPROX. MC00 CH 6500

FALL

FALL

SECTIONC15AEE-C-300 SCALE 1 : 100

SHOULDER1.00

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

EXISTING NORTHBOUNDSH1 TO MT WELLINGTON

HIGHWAY OFF-RAMP11.50

PAINTEDCHEVRON

VARIES

TRAFFICLANE3.50

SHOULDER4.0

MCC0

EXISTING TRANSPOWERTOWER

EXISTING SH1PAVEMENT TO REMAIN

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

PROPOSEDTL4 BARRIER

PROPOSED MEDIANLIGHT , 12m HIGH LED

SH1SOUTHBOUND

EXISTING

EXISTING MEDIAN BARRIERTO BE REPLACED WITH TL5BARRIER

SH1 NORTHBOUND OFF-RAMPAPPROX. MC00 CH 6340

SH1 TO EWL OFF-RAMP6.50

PROPOSED TRANSPOWER TWINMONOPOLE STRUCTURES (BY OTHERS)

FALL (8% SUPERELEVATION)

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 10

AEE-C-310 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 155 of 282

SECTIONC16AEE-C-300 SCALE 1 : 100

SH1 SOUTHBOUNDMOTORWAY

TRAFFICLANE3.50

SHLD1.30

TRAFFICLANE3.50

TRAFFICLANE3.50

MAINTENANCEBAY4.00

TRAFFICLANE3.50

SHOULDER3.00

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SHOULDER3.00

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

TL4 BARRIERTL4 BARRIER

SH1 NORTHBOUNDMOTORWAY

PROPOSEDNOISEWALL(HEIGHT TBC)

EXISTING PAVEMENT TOREMAINNEW PAVEMENT

WIDENING ANDINDICATIVE UNDERCUT

SHLD1.30

PROPOSED 12mHIGH LEDLIGHTS

EXISTING MEDIAN BARRIERTO BE REPLACED WITH TL-5CONCRETE BARRIER

PROPOSED NOISEWALL(HEIGHT TBC)

SH1 WIDENING

SUBSOIL DRAIN

SUBSOIL DRAINSUBSOIL DRAIN

FALL FALL

APPROX. MC00 CH 7325

SECTIONC17AEE-C-300 SCALE 1 : 100

SH1 SOUTHBOUNDMOTORWAY

SHOULDER3.00

SHOULDER3.00

SH1 NORTHBOUNDMOTORWAY

RETAINING WALL

RETAININGWALL

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

STORMWATER DRAINAGETO CATCHPIT ANDMANHOLES

NEW PAVEMENT WIDENINGAND INDICATIVEUNDERCUT

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SHLD1.30

EXISTING PAVEMENT TOREMAIN

SHLD1.30

EXISTING MEDIAN BARRIERTO BE REPLACED WITH TL5CONCRETE BARRIER

TL4 BARRIER

PROPOSED 12m HIGHLED LIGHTS

PROPOSED NOISEWALL(HEIGHT TBC)

TL4 BARRIER

PROPOSEDNOISEWALL(HEIGHT TBC)

SH1 WIDENING

FALL FALL

SUBSOIL DRAINSUBSOIL DRAIN

APPROX. MC00 CH 7760

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 11

AEE-C-311 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 156 of 282

SECTIONC18AEE-C-300 SCALE 1 : 100

SH1 SOUTHBOUNDMOTORWAY

SHOULDER3.00

SHOULDER3.00

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

SH1 NORTHBOUNDMOTORWAY

RETAININGWALL

EXISTING SH1PAVEMENT TO REMAIN

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SHLD1.30

SHLD1.30

EXISTING MEDIAN BARRIERTO BE REPLACED WITH TL5CONCRETE BARRIER

ENGINEERED FILL

RETAININGWALL

SH1 WIDENING

FALL FALL

APPROX. MC00 CH 7930

PROPOSEDNOISEWALL(HEIGHT TBC)

TL5 CONCRETEBARRIER

PROPOSEDNOISEWALL(HEIGHT TBC)

TL5 CONCRETEBARRIER

SECTIONC19AEE-C-300 SCALE 1 : 100

SH1 SOUTHBOUNDMOTORWAY

SHOULDER3.00

MEDIAN2.40

NEW PAVEMENTWIDENING ANDINDICATIVEUNDERCUT

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

TL4 BARRIERTL4BARRIER

SH1 NORTHBOUNDMOTORWAY

PROPOSED 12mHIGH LEDLIGHTS

TRAFFICLANE3.50

SHOULDER1.00

SHOULDER1.00

SH1 TO PRINCES STREETSOUTHBOUND OFF-RAMP

5.50

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENT ANDINDICATIVE UNDERCUT

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SHLD1.50

EXISTING PAVEMENTTO REMAIN

SHLD1.50

EXISTING MEDIAN BARRIERTO BE REPLACED WITH TL5CONCRETE BARRIER

EXISTING FENCETO REMAIN

PROPOSED 12m HIGHLED LIGHTS

PROPOSEDNOISEWALL(HEIGHT TBC)

EXISTINGTRANSPOWERTOWER TP-HO-9TO REMAIN

SH1 WIDENING

FALL FALL

APPROX. MC00 CH 8280

FALL

TRAFFICLANE3.50

SHOULDER2.00

PRINCES STREET TO SH1NORTHBOUND ON-RAMP

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 12

AEE-C-312 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:51 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 157 of 282

SECTIONC20AEE-C-300 SCALE 1 : 100

SH1 SOUTHBOUNDMOTORWAY

SHOULDER3.00

SHOULDER3.00

SH1 NORTHBOUNDMOTORWAY

SH1 TO PRINCES STREETSOUTHBOUND OFF-RAMP

9.00

TRAFFICLANE3.50

TRAFFICLANE3.50

SHLD1.00

SHLD1.00

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVEUNDERCUT

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

TL4BARRIER

PROPOSED 12mHIGH LED LIGHTS

NEW PAVEMENT ANDINDICATIVE UNDERCUT

TL4 BARRIER

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TL4 BARRIER

EXISTING PAVEMENTTO REMAIN

EXISTING MEDIAN BARRIERTO BE REPLACED WITH TL5CONCRETE BARRIER

MEDIAN2.23

EXISTING ON-RAMP TO REMAINWHERE POSSIBLE

PROPOSEDNOISEWALL(HEIGHT TBC)

PROPOSED 12mHIGH LED LIGHTS

PROPOSED 12mHIGH LED LIGHTS

SH1 WIDENING

PROPOSEDNOISEWALL(HEIGHT TBC)

FALL FALL

APPROX. MC00 CH 8410

FALL

FALL

SECTIONC21AEE-C-300 SCALE 1 : 100

/

FRANK GREY PLACE15.25

SOUTHBOUNDTRAFFIC

LANE3.50

SOUTHBOUNDTRAFFIC

LANE3.81

TO SH1 ON-RAMP4.43

NORTHBOUNDTRAFFIC

LANE3.50

SHARED PATH3.00

SHARED PATH3.00

SH1 PRINCES STREET SOUTHBOUND ON-RAMP10.00

TRAFFICLANE3.50

TRAFFICLANE3.50

SHLD1.50

SHLD1.50

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

TL4BARRIER

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENT ANDINDICATIVE UNDERCUT

KERB ANDCHANNEL

PROPOSED12m HIGHLED LIGHTS

RETAININGWALL

KERB ANDCHANNEL

TL4 BARRIER WITHANTI-GLARE SCREEN

NEW PAVEMENT ANDINDICATIVE UNDERCUT

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

TL4 BARRIER

EXISTINGTRANSPOWERTOWER TP-HO-8TO REMAIN

RETAINING WALL RETAININGWALL

EXISTING SH1 MOTORWAY

PRINCES STREET INTERCHANGE (FRANK GREY PL)

FALL

APPROX. MC00 CH 8550

PROPOSED12m HIGHLED LIGHTS

PROPOSED12m HIGHLED LIGHTS

2.1

FALL FALLFALLFALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 13

AEE-C-313 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 158 of 282

SECTIONC22AEE-C-300 SCALE 1 : 100

SH1 SOUTHBOUNDEXISTING

17.00

MEDIAN2.85

SHOULDER3.00

SH1/OFF-RAMPDIVERGE

3.00

SH1 NORTHBOUNDEXISTING

17.00

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

SH1 PRINCES STREETNORTHBOUND OFF-RAMP

4.85

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE UNDERCUT

STORMWATERDRAINAGE TOCATCHPIT ANDMANHOLES

NEW PAVEMENTWIDENING ANDINDICATIVE

TL4 BARRIER

EXISTING MEDIAN LIGHTBARRIER TO REMAIN

EXISTING SH1PAVEMENT TO REMAIN

TL4 BARRIER

SH1 WIDENING

PROPOSED12m HIGHLED LIGHTS

APPROX. MC00 CH 8850

PROPOSEDNOISEWALL(HEIGHT TBC)

PROPOSEDNOISEWALL(HEIGHT TBC)

FALL FALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONSHEET 14

AEE-C-314 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 159 of 282

SECTIONC23AEE-C-300 SCALE 1 : 100

CAPTAIN SPRINGS ROAD

TRAFFICLANE3.50

TRAFFICLANE3.20

TRAFFICLANE3.50

TRAFFICLANE3.20

RAISEDMEDIAN

2.00

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

NEW PAVEMENT ANDINDICATIVE UNDERCUT

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

12m NEW HIGHLED LIGHTS

12m NEW HIGHLED LIGHTS

TRAFFICLANE3.20

KERB ANDCHANNEL

KERB ANDCHANNEL

SHAREDPATH3.00

FOOT-PATH2.00

CAPTAIN SPRINGS ROAD

BERM1.00

BERM1.00

SUBSOIL DRAIN SUBSOIL DRAIN

APPROX. MCP0 CH 70

FALL FALLFALL FALL

SECTIONC24C-111 SCALE 1 : 100

CAPTAIN SPRINGS ROAD

TRAFFICLANE3.50

TRAFFICLANE3.20

TRAFFICLANE3.50

TRAFFICLANE3.20

FLUSHMEDIAN

3.00FOOTPATH

2.00FOOTPATH

2.00

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

NEW PAVEMENT ANDINDICATIVE UNDERCUT

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

PROPOSED 12mHIGH LED LIGHTS

PROPOSED 12mHIGH LED LIGHTS

KERB ANDCHANNEL

KERB ANDCHANNEL

EXISTING PAVEMENTTO REMAIN

CAPTAIN SPRINGS ROAD

SUBSOIL DRAIN

SUBSOIL DRAIN

APPROX. MCP0 CH 460

FALL FALLFALLFALL

ROAD ALIGNMENT TYPICAL CROSS SECTIONCAPTAIN SPRINGS ROAD - SHEET 15

AEE-C-315 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 160 of 282

SECTIONC26AEE-C-300 SCALE 1 : 100

PORTS LINK

TRAFFICLANE (NB)

3.50

TRAFFICLANE (SB)

3.50BERM1.00

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

PROPOSED 12mHIGH LED LIGHTS

FLUSH MEDIAN3.00

NEW PAVEMENT ANDINDICATIVE UNDERCUT

KERB AND CHANNEL KERB AND CHANNEL

PORTS LINK

SUBSOIL DRAINSUBSOIL DRAIN

APPROX. MCR0 CH 70

FALL FALLFALL

SECTIONC25AEE-C-300 SCALE 1 : 100

PORTS LINK

TRAFFICLANE (NB)

5.00

TRAFFICLANE (SB)

3.50BERM1.00

FOOTPATH1.80

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

TRAFFIC ISLAND

STORMWATER DRAINAGE TOCATCHPIT AND MANHOLES

PROPOSED 12mHIGH LED LIGHTS

PROPOSED 12mNEW HIGH LEDLIGHTS

TRAFFICLANE (SB)

3.50

RAISEDMEDIAN

2.00

NEW PAVEMENT ANDINDICATIVE UNDERCUTKERB AND CHANNEL KERB AND CHANNEL

PORTS LINK

SUBSOIL DRAINSUBSOIL DRAIN

APPROX. MCR0 CH 370

FALL FALLFALL

ROAD ALIGNMENT TYPICAL CROSS SECTION PORTS LINK - SHEET 16

AEE-C-316 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 161 of 282

SECTIONC27AEE-C-300 SCALE 1 : 100

EAST WEST LINK (WEST OF GREAT SOUTH ROAD)APPROX. MC00 CH 4900

EWL EASTBOUND TO GREAT SOUTH ROAD CONNECTION8.70

MERGETRAFFIC

LANE3.04

TRAFFICLANE3.50

TRAFFICLANE3.50

SHOULDER2.50

SHOULDER2.50 GREAT SOUTH ROAD TO EWL CONNECTION

6.40

RAISED MEDIANVARIES SHARED

PATH4.00

FALL

FALL

TRAFFICLANE3.50 SHOULDERSHOULDER

TRAFFICLANE3.50 SHOULDER

SHOULDER

FALL

FALL

SECTIONC28AEE-C-300 SCALE 1 : 100

EAST WEST LINK/ SYLVIA PARK ROAD (EAST OF GREAT SOUTH ROAD)APPROX. MC00 CH 5200

SYLVIA PARK ROAD - EASTBOUND7.60

SYLVIA PARK ROAD - WESTBOUND10.50

FALL

TURNING BAY3.50

TRAFFICLANE3.50

TRAFFICLANE3.50

FALL FALL

BERM1.00

FOOTPATH1.80 VERGE

SHARED PATH4.00

TRAFFICLANE3.50

SHOULDER2.50

RAISED MEDIAN3.00

FALL

SHOULDER2.50

TRAFFICLANE3.50

TRAFFICLANE3.80

TRAFFICLANE3.80

FOOTPATH1.80

VERGE1.30

FALL

ROAD ALIGNMENT TYPICAL CROSS SECTION GREAT SOUTH ROAD INTERSECTION - SHEET 17

AEE-C-317 0

A RAM J MURAHIDY

J MURAHIDYN NANCEKIVELL14/12/16

P KELLY14/12/16

AS SHOWN0 ISSUED FOR CONSENT - GSR GRADE SEPARATION AR NN* PK* 14/12/2016

Plot Date: Cad File No:12 December 2016 - 12:06 p.m. W:\CAD\AutoCAD\DWGs\AEE-C-301-C320.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 1 4 5m32

SCALE 1:200 @ A3 SIZE

1. ALL DIMENSIONS SHOWN IN METRES (m) UNLESS SPECIFIED OTHERWISE.2. REFER TO DRAWING AEE-AL-101 TO AEE-AL-116 FOR RETAINING WALL

TYPES AND HEIGHTS.

GENERAL NOTES

Page 162 of 282

INDICATIVEPAVEMENT

GRAVEL MUDCRETE

SECTIONQ1C-300 SCALE 1 : 400 (A3)

TOP OF MUD

VARI

ES

BOTTOM OF MUD

RL 5.0m

RL 3.0m

PERFORATED PIPEDRAIN

MUDCRETE

INDICATIVE PAVEMENT

HARDFILL (SPR)

GENERAL NOTE1. THE PIPE SHOULD BE AT ~RL 2.9m2. FLOOD VALVE AS REQUIRED.3. FILTER SOCK (GEOTEXTILE) AROUND PIPE.4. HARDFILL (SPR) CAN BE REPLACED WITH

MUDCRETE TO SUIT MATERIAL AVAILABILITY.

SECTIONQ2C-300 SCALE 1 : 400 (A3)

LANDFILL

- EMBANKMENT (MC00 CH 1800)

RMS (RECENT MARINE SEDIMENT)

BASALT

RMS (RECENTMARINE SEDIMENT)

BASALT

11

RMS (RECENT MARINE SEDIMENT)BASALT

- EMBANKMENT (MC00 CH 1400)

RL 4.5m

RL 3.0m

VARI

ES

TOP OF MUD

BOTTOM OF MUD

HARDFILL (SPR)

GRAVEL

RL 2.9m

EXISTING GAS MAIN

11

11

CMA

CMA

GENERAL NOTE1. THE PIPE SHOULD BE AT ~RL 2.9m2. FLOOD VALVE AS REQUIRED.3. FILTER SOCK (GEOTEXTILE) AROUND PIPE.4. HARDFILL (SPR) CAN BE REPLACED WITH

MUDCRETE TO SUIT MATERIAL AVAILABILITY.

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-321.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 2 8 10m64

SCALE 1:400 @ A3 SIZE

GEOTECHNICALEMBANKMENT TYPICAL CROSS SECTIONSHEET 1

AEE-C-321 0

A RAM J MURAHIDY

G ALEXANDERN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Page 163 of 282

2.503.00

1.00~7

m RE

FUSE

SUBSTRATACAP

TOP SOIL

NEW GAS MAIN

INDICATIVE PAVEMENT

EXISTING GAS MAIN

RL 3.0m

TOP OF MUD

BOTTOM OF MUD

NEW LEACHATE PIPE

HARDFILL /(SPR)

MUDCRETE

COMPACTED CLAY/MUDCRETE/ BENTONITECEMENT SLURRY

SECTIONQ3C-300 SCALE 1 : 400 (A3) END OF WAIKARAKA CEMETERY TO

CAPTAIN SPRINGS ROAD

GENERAL NOTE1. TEMPORARY EXCAVATION MAY NEED SUPPORT DURING CONSTRUCTION SUCH

AS TRENCH SHIELDS.2. LEACHATE PIPE ELEVATION SUBJECT TO DETAILED HYDRAULIC DESIGN.3. GAS COLLECTION SYSTEM REQUIRED WHERE FILL IS PLACED OVER LANDFILL.4. HARDFILL (SPR) CAN BE REPLACED WITH MUDCRETE TO SUIT MATERIAL

AVAILABILITY.5. LEACHATE COLLECTION SYSTEM WILL BE DEVELOPED IN CONJUNCTION WITH

AUCKLAND COUNCIL AS THE ASSET OWNER.6. CHAINAGE 1650 TO 2000, MINIMUM THICKNESS OF 0.5m GRAVEL TO BE PLACED

BENEATH MUDCRETE LANDFORM.

VARI

ES

DRIVEN STEELH-PILES AT 2.5m C/C

TOP OF MUD

RL 3.0m

BOTTOM OF MUD

VARI

ES

NEW GAS MAIN

NEW LEACHATEPIPE

GRANULAR HARDFILL WITHHIGH STRENGTH GEOTEXTILE

EXISTING GAS MAIN

HARDFILL (SPR)

COMPACTED CLAY/ MUDCRETE/BENTONITE CEMENT SLURRY

MUDCRETE

DRIVEN STEEL H-PILESAT 2.5m C/C

CAPTAIN SPRINGS ROAD TO MIAMI STREAM

SECTIONQ4C-300 SCALE 1 : 400 (A3)

GENERAL NOTE1. TEMPORARY EXCAVATION MAY NEED SUPPORT DURING CONSTRUCTION

SUCH AS TRENCH SHIELDS.2. LEACHATE PIPE ELEVATION SUBJECT TO DETAILED HYDRAULIC DESIGN.3. CONTAMINATED LAND TEAM TO CONFIRM DESIGN/ SLOPE CUT IN

LANDFILL.4. GAS COLLECTION SYSTEM REQUIRED WHERE FILL IS PLACED OVER

LANDFILL.5. LEACHATE COLLECTION SYSTEM WILL BE DEVELOPED IN CONJUNCTION

WITH AUCKLAND COUNCIL AS THE ASSET OWNER.

MUDCRETE2m2m 2m

1m1m

VARI

ES

MATERIAL TO BECONFIRMED 5m RL 3.0m

RL 2.5m

RL -0.5m2

WETLAND1

MARINESEDIMENT

- EMBANKMENT (MC00 CH 2450)

BASALT

RMS (RECENT MARINE SEDIMENT)

- EMBANKMENT (MC00 CH 2100)

11

11

BASALT RMS (RECENT MARINE SEDIMENT)BASALT

STORMWATERBUND

GEOGRID

51

3m

3.00

1.00

11

2.50

11

GRANULAR HARDFILL WITHHIGH STRENGTH GEOTEXTILE

LANDFILL GASPIPE VENT

LANDFILL GASPIPE AND PIPEVENT CLAY

GEOGRID

SUBSTRATACAP

TOP SOIL

LANDFILL GASPIPE AND PIPEVENT

CLAY LANDFILL GASPIPE VENT

LANDFILLGAS PIPE

LANDFILLGAS PIPE

GAS PIPE

GRAVEL

GRAVELFILL

GAS PIPE

BASALT

LANDFILL REFUSE

11

11

CMA

CMA

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-321.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 2 8 10m64

SCALE 1:400 @ A3 SIZE

GEOTECHNICALEMBANKMENT TYPICAL CROSS SECTIONSHEET 2

AEE-C-322 0

A RAM J MURAHIDY

G ALEXANDERN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Page 164 of 282

TOP OF MUD

BOTTOM OF MUD~3m

INDICATIVE PAVEMENTGRANULAR HARDFILL WITHHIGH STRENGTH GEOTEXTILE

EXCAVATE EXISTING FILLAND DISPOSE OFFSITE

MUDCRETE

2.5m (TYP.)

FINAL PILE ARRANGEMENT TO BEADJUSTED TO AVOID WETLANDOUTLET STRUCTURES

MIAMI STREAM WETLANDDETAILS TO BE CONFIRMED

RL 3.0m

SECTIONQ5C-300 SCALE 1 : 400 (A3) MIAMI STREAM (BANKS)

GENERAL NOTE1. REMOVE EXISTING STORMWATER PIPES/CULVERT.2. LEACHATE COLLECTION SYSTEM WILL BE

DEVELOPED IN CONJUNCTION WITH AUCKLANDCOUNCIL AS THE ASSET OWNER.

GRANULAR HARDFILL WITHHIGH STRENGTH GEOTEXTILE

MUDCRETE

RL 3.0m

LEACHATE DRAINAGEPIPE

TOP OF BASALT

BASALT OUTCROP

HARDFILL (SPR)

2.5m

DRIVEN STEELH-PILES AT 2.5m C/C

EXISTING BUNDEXISTING GAS MAIN

COMPACTED CLAY/ MUDCRETE/BENTONITE CEMENT SLURRY

SECTIONQ6C-300 SCALE 1 : 400 (A3) PORTS LINK

GENERAL NOTE1. LEACHATE PIPE ELEVATION SUBJECT TO DETAILED HYDRAULIC DESIGN.2. GAS COLLECTION SYSTEM REQUIRED WHERE FILL IS PLACED OVER LANDFILL.3. HARDFILL (SPR) CAN BE REPLACED WITH MUDCRETE TO SUIT MATERIAL

AVAILABILITY.4. LEACHATE COLLECTION SYSTEM WILL BE DEVELOPED IN CONJUNCTION WITH

AUCKLAND COUNCIL AS THE ASSET OWNER.

CMA

- EMBANKMENT (MC00 CH 3000)

BASALT

BASALT

LANDFILL REFUSE

- EMBANKMENT (MC00 CH 2700)

RMS (RECENT MARINE SEDIMENT)

TUFF

HARDFILL (SPR)

11

11

TOP SOILLANDFILL GASPIPE VENT

CLAY

GEOGRID

NEW GAS MAIN

LANDFILL GASPIPE VENT

LANDFILLGAS PIPE

BOARDWALK LOCATION TO BEREVIEWED AT DETAILED DESIGNTO TAKE INTO ACCOUNTACCESS, AMENITY ANDECOLOGY CONSIDERATIONS

GRAVELFILL

3.00

1.00

FILL

BASALT

BASALT

CMA

CMA

MUDCRETE

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-321.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 2 8 10m64

SCALE 1:400 @ A3 SIZE

GEOTECHNICALEMBANKMENT TYPICAL CROSS SECTIONSHEET 3

AEE-C-323 0

A RAM J MURAHIDY

G ALEXANDERN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Page 165 of 282

TOP OF MUD

~5m

BOTTOM OF MUD

MUDCRETE

RL 3.0m

GRANULAR HARDFILL WITHHIGH STRENGTH GEOTEXTILE

EXISTING GAS MAIN

EXISTING BUND

REINSTATE LANDFILL CAP

GRAVELFILL

INDICATIVE PAVEMENT

LEACHATEPIPE

COMPACTED CLAY/ MUDCRETE/BENTONITE CEMENT SLURRY

STEEL H-PILES AT 2.5m C/C AND10m INTO TAURANGA GROUP

SECTIONQ7C-300 SCALE 1 : 400 (A3) END OF EMBANKMENT

GENERAL NOTE1. LEACHATE PIPE ELEVATION SUBJECT TO DETAILED

HYDRAULIC DESIGN.2. GAS COLLECTION SYSTEM REQUIRED WHERE FILL IS

PLACED OVER LANDFILL.3. HARDFILL (SPR) CAN BE REPLACED WITH MUDCRETE TO

SUIT MATERIAL AVAILABILITY.4. LEACHATE COLLECTION SYSTEM WILL BE DEVELOPED IN

CONJUNCTION WITH AUCKLAND COUNCIL AS THE ASSETOWNER.

- EMBANKMENT (MC00 CH 3300)

11

11

11LANDFILL REFUSE

TAURANGA GROUP

RECENT MARINE SEDIMENT (RMS)

1

MUDCRETE

2m2m 2m

1m1m

VARI

ESMATERIAL TO BECONFIRMED

5m RL 3.0mRL 2.5m

RL -0.5m2

1 STORMWATERBUND

5

3m

10m

MARINESEDIMENT

BASALT/ TAURANGA GROUP

2.5m

LANDFILL GASPIPE VENT

GEOGRID

NEW GASMAIN

LANDFILL GASPIPE AND PIPEVENT

LANDFILLGAS PIPE

HARDFILL(SPR)

CMAWETLAND

BOARDWALK LOCATION TO BEREVIEWED AT DETAILED DESIGNTO TAKE INTO ACCOUNTACCESS, AMENITY ANDECOLOGY CONSIDERATIONS

Plot Date: Cad File No:17 November 2016 - 3:52 PM W:\CAD\AutoCAD\DWGs\AEE-C-321.dwgPlotted by: Julian Murahidy

No. App'dIssued Status Check'd Date

DISCLAIMERThis drawing is for the purpose of supporting applicationsunder the RMA for resource consents and designations.All information shown is subject to final design. Areas and measurements are subject to survey.Where the designs conflict with conditions the conditions willprevail. This Drawing must not be used for construction

Contract No

PA4014Scale (A1)Original

Scale (A3)Reduced

Drawn

Designed

Drafting Check

Design Check

ReviewedDesign Manager

ApprovedAlliance Manager

Scale:

Drawing Title

Drawing Number Rev No.Drawn

0 2 8 10m64

SCALE 1:400 @ A3 SIZE

GEOTECHNICALEMBANKMENT TYPICAL CROSS SECTIONSHEET 4

AEE-C-324 0

A RAM J MURAHIDY

G ALEXANDERN NANCEKIVELL1/12/16

P KELLY1/12/16

AS SHOWN0 ISSUED FOR CONSENT AR NN* PK* 01/12/2016

Page 166 of 282