PLAN SET 7 - Home | NZ Transport Agency · east west link drawing register dwg number drawing title...
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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