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R1 REVISION FOR SARA GM 15-03-12
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
TYPICAL CROSS SECTION
SHEET 1 OF 2
5/2664/1/5504 GM09 R15C1814.00 1:100(A1), 1:200(A3)
16/03/12 @ 09:35 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm09-10_typical cross sections.dwg
CAD T.COULMAN 09/2011MAE
1:1000 1 2 3 4 5 6 7 8 9 10 m@ A1
NOTES:
1. INCLUDE IMPROVEMENT LAYER OF 160mm GRANULAR
MATERIAL IF IN SITU SUBGRADE CBR IS 5 - 8%.
2. OGPA (LOW NOISE) SURFACING CURRENTLY ASSUMED
TO BE PROVIDED BETWEEN THE FOLLOWING
CHAINAGES : 1200 - 3100 AND 4300 - 9700
EXACT EXTENT TO BE CONFIRMED THROUGH AEE
PROCESS.
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
TYPICAL CROSS SECTION
SHEET 2 OF 2
5/2664/1/5504 GM10 R15C1814.00 1:100(A1), 1:200A3)
16/03/12 @ 09:35 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm09-10_typical cross sections.dwg
CAD T.COULMAN 09/2011MAE
R1 REVISION FOR SARA GM 15/03/12
1:1000 1 2 3 4 5 6 7 8 9 10 m@ A1
NOTES:
1. IN LOCATIONS WITH SWALES A FLAT INVERT WOULD
BE INCLUDED.
TYPICAL CROSS SECTION 1
900m
Vegetation Expressway Vegetation
TYPICAL CROSS SECTION 2
1200m
Vegetation Expressway Vegetation
TYPICAL CROSS SECTION 3
1600m
Vegetation Expressway Vegetation Ramp
Vegetation
New Rail Corridor
Vegetaion
41.5
111.3
132.4
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date
Drawn Approved Revision DateDesigned
NEW ZEALAND TRANSPORT AGENCYPEKA PEKA TO NORTH OTAKI EXPRESSWAYSCHEME ASSESSMENT
ROAD SECTIONSSHEET 1 OF 5
5/2664/1/5504 GM11 R15C1814.00 1:200(A1), 1:400(A3)16/03/12 @ 09:43 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm11-20_road sections.dwg
MAE T.COULMAN 09/2011MAE
1:2000 2 4 6 8 10 12 1614 18 20 m@ A1
Approved Revision DateRevision Amendment
R1 REVISION FOR SARA GM 15/03/12
TYPICAL CROSS SECTION 4
1900m
Vegetation Expressway VegetationNew Rail Corridor
TYPICAL CROSS SECTION 5
2350m
Vegetation Expressway VegetationNew Rail Corridor
TYPICAL CROSS SECTION 6
4050m
Vegetation
VegetationRamp
Expressway VegetationRamp
Vegetation
Local ArterialRail CorridorVegetation
150.8
67.5
146.4
Rail Station
Stormwater Pond
Existing Rail / Vegetation
Stormwater Pond
Vegetation
1:2000 2 4 6 8 10 12 1614 18 20 m@ A1
Approved Revision DateRevision Amendment
R1 REVISION FOR SARA GM 15/03/12
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date
Drawn Approved Revision DateDesigned
NEW ZEALAND TRANSPORT AGENCYPEKA PEKA TO NORTH OTAKI EXPRESSWAYSCHEME ASSESSMENT
ROAD SECTIONSSHEET 2 OF 5
5/2664/1/5504 GM12 R15C1814.00 1:200(A1), 1:400(A3)16/03/12 @ 09:43 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm11-20_road sections.dwg
MAE T.COULMAN 09/2011MAE
TYPICAL CROSS SECTION 7
4700m
VegetationLocal Road Footpath Expressway Vegetation Rail CorridorLocal Arterial
TYPICAL CROSS SECTION 8
6000m
Vegetation Expressway Vegetation Rail CorridorLocal Arterial
TYPICAL CROSS SECTION 9
7700m
Vegetation Expressway Vegetation Rail Corridor Local Arterial
129.5
112.8
126.2
Local Road Footpath
1:2000 2 4 6 8 10 12 1614 18 20 m@ A1
Approved Revision DateRevision Amendment
R1 REVISION FOR SARA GM 15/03/12
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date
Drawn Approved Revision DateDesigned
NEW ZEALAND TRANSPORT AGENCYPEKA PEKA TO NORTH OTAKI EXPRESSWAYSCHEME ASSESSMENT
ROAD SECTIONSSHEET 3 OF 5
5/2664/1/5504 GM13 R15C1814.00 1:200(A1), 1:400(A3)16/03/12 @ 09:43 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm11-20_road sections.dwg
MAE T.COULMAN 09/2011MAE
TYPICAL CROSS SECTION 10
8400m
VegetationLocal Road Footpath Expressway VegetationRail Corridor
Local Arterial
TYPICAL CROSS SECTION 11
9450m
Vegetation Expressway VegetationRail Corridor
Local Arterial
TYPICAL CROSS SECTION 12
9950m
VegetationVegetation Access
Expressway VegetationVegetation
Local Arterial
Planted swale
Planted swale
Vegetation
130.0
114.8
141.3
Rail Corridor
1:2000 2 4 6 8 10 12 1614 18 20 m@ A1
Approved Revision DateRevision Amendment
R1 REVISION FOR SARA GM 15/03/12
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date
Drawn Approved Revision DateDesigned
NEW ZEALAND TRANSPORT AGENCYPEKA PEKA TO NORTH OTAKI EXPRESSWAYSCHEME ASSESSMENT
ROAD SECTIONSSHEET 4 OF 5
5/2664/1/5504 GM14 R15C1814.00 1:200(A1), 1:400(A3)16/03/12 @ 09:43 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm11-20_road sections.dwg
MAE T.COULMAN 09/2011MAE
TYPICAL CROSS SECTION 13
10300m
Vegetation
Access
Expressway Vegetation Local Arterial
TYPICAL CROSS SECTION 14
11250m
Vegetation Expressway Vegetation
TYPICAL CROSS SECTION 15
11650m
Vegetation Expressway Vegetation
Planted swale
Local ArterialExisting
Vegetation
Vegetation
Rail Corridor
84.5
133.5
VegetationRail Corridor
Vegetation
93.0
Vegetation
Rail Corridor
Planted swale
Local Arterial Existing
1:2000 2 4 6 8 10 12 1614 18 20 m@ A1
Approved Revision DateRevision Amendment
R1 REVISION FOR SARA GM 15/03/12
200
100
5010
0mm
300
mm
ScaleProject No. Drawing No. Sheet. No.
Project
Sheet
Revision
Original Sheet Size A1 [841x594] Plot Date
Drawn Approved Revision DateDesigned
NEW ZEALAND TRANSPORT AGENCYPEKA PEKA TO NORTH OTAKI EXPRESSWAYSCHEME ASSESSMENT
ROAD SECTIONSSHEET 5 OF 5
5/2664/1/5504 GM15 R15C1814.00 1:200(A1), 1:400(A3)16/03/12 @ 09:43 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm11-20_road sections.dwg
MAE T.COULMAN 09/2011MAE
EXISTINGGROUNDLEVEL PROPOSED FINISHED
SURFACE LEVEL
EXISTINGGROUNDLEVEL
PROPOSED FINISHEDSURFACE LEVEL
R1 REVISION FOR SARA GM 15/03/12
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
MAIN ALIGNMENT - LONGITUDINAL PROFILE
SHEET 1 OF 5
5/2664/1/5504 GM20 R15C1814.00 1:2000(A1), 1:4000(A3)
16/03/12 @ 11:08 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm20-25_long sections.dwg
MX T.COULMAN 09/2011MAE
SCALE. 1:4000 @ A3
0 40 80 120 200 (m)160
EXISTINGGROUNDLEVEL
PROPOSED FINISHEDSURFACE LEVEL
EXISTINGGROUNDLEVEL
PROPOSED FINISHEDSURFACE LEVEL
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
MAIN ALIGNMENT - LONGITUDINAL PROFILE
SHEET 2 OF 5
5/2664/1/5504 GM21 R15C1814.00 1:2000(A1), 1:4000(A3)
16/03/12 @ 11:08 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm20-25_long sections.dwg
MX T.COULMAN 09/2011MAE
SCALE. 1:4000 @ A3
0 40 80 120 200 (m)160
R1 REVISION FOR SARA GM 15/03/12
EXISTINGGROUNDLEVEL
PROPOSED FINISHEDSURFACE LEVEL
EXISTINGGROUNDLEVEL PROPOSED FINISHED
SURFACE LEVEL
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
MAIN ALIGNMENT - LONGITUDINAL PROFILE
SHEET 3 OF 5
5/2664/1/5504 GM22 R15C1814.00 1:2000(A1), 1:4000(A3)
16/03/12 @ 11:08 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm20-25_long sections.dwg
MX T.COULMAN 09/2011MAE
SCALE. 1:4000 @ A3
0 40 80 120 200 (m)160
R1 REVISION FOR SARA GM 15/03/12
EXISTINGGROUNDLEVEL
PROPOSED FINISHEDSURFACE LEVEL
EXISTINGGROUNDLEVEL PROPOSED FINISHED
SURFACE LEVEL
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
MAIN ALIGNMENT - LONGITUDINAL PROFILE
SHEET 4 OF 5
5/2664/1/5504 GM23 R15C1814.00 1:2000(A1), 1:4000(A3)
16/03/12 @ 11:08 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm20-25_long sections.dwg
MX T.COULMAN 09/2011MAE
SCALE. 1:4000 @ A3
0 40 80 120 200 (m)160
R1 REVISION FOR SARA GM 15/03/12
EXISTINGGROUNDLEVEL
PROPOSED FINISHEDSURFACE LEVEL
200
100
50
10
0m
m300
mm
NEW ZEALAND TRANSPORT AGENCY
PEKA PEKA TO NORTH OTAKI EXPRESSWAY
SCHEME ASSESSMENT
MAIN ALIGNMENT - LONGITUDINAL PROFILE
SHEET 5 OF 5
5/2664/1/5504 GM24 R15C1814.00 1:2000(A1), 1:4000(A3)
16/03/12 @ 11:08 p:\projects\5-c1814.00 peka peka to north otaki 440pn\900 drawings\910 cad\5504_scheme assessment\sheet gm20-25_long sections.dwg
MX T.COULMAN 09/2011MAE
SCALE. 1:4000 @ A3
0 40 80 120 200 (m)160
R1 REVISION FOR SARA GM 15/03/12
