mackays to peka peka expressway - nz transport ......cv-ew110 1 peat thickness contours and peat...

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LEGEND:APPROXIMATE PEATTHICKNESS CONTOUR

ROAD ALIGNMENT

NON PEAT

PEAT

PRELOAD AND SURCHARGE

EXCAVATE AND REPLACE

X

BRIDGE STRUCTURES

104106 108

101102

103105

107

109

111110

KEY PLAN

Title:

Document ID: Rev.

Drawing Plotted: 08 Mar 2012 03:09 p.m.

Project::

-Document created for NZTA by M2PP Alliance, Level 2, 17-21 Whitmore St, WELLINGTON

NOTES:

Status:-

MACKAYS TO PEKA PEKA EXPRESSWAY

Revision. Approved.Amendment. Date.

Drawing No:

- -

Scale (A3)Original

1:5000M2PP AEE DWG

CV-EW 107 1

PEAT THICKNESS CONTOURSAND PEAT TREATMENT

SHEET 7 OF 11

1. PROPOSED PEAT TREATMENT OPTIONS SHOWN. THESE METHODS ARE INTERCHANGEABLE AND MAY VARY FROM OPTION SHOWN.

1 AEE LODGEMENT NRN 15.03.12

FOR CONSENTING

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LEGEND:APPROXIMATE PEATTHICKNESS CONTOUR

ROAD ALIGNMENT

NON PEAT

PEAT

PRELOAD AND SURCHARGE

EXCAVATE AND REPLACE

X

BRIDGE STRUCTURES

104106 108

101102

103105

107

109

111110

KEY PLAN

Title:

Document ID: Rev.

Drawing Plotted: 08 Mar 2012 03:09 p.m.

Project::

-Document created for NZTA by M2PP Alliance, Level 2, 17-21 Whitmore St, WELLINGTON

NOTES:

Status:-

MACKAYS TO PEKA PEKA EXPRESSWAY

Revision. Approved.Amendment. Date.

Drawing No:

- -

Scale (A3)Original

1:5000M2PP AEE DWG

CV-EW 108 1

PEAT THICKNESS CONTOURSAND PEAT TREATMENT

SHEET 8 OF 11

1. PROPOSED PEAT TREATMENT OPTIONS SHOWN. THESE METHODS ARE INTERCHANGEABLE AND MAY VARY FROM OPTION SHOWN.

1 AEE LODGEMENT NRN 15.03.12

FOR CONSENTING

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LEGEND:APPROXIMATE PEATTHICKNESS CONTOUR

ROAD ALIGNMENT

NON PEAT

PEAT

PRELOAD AND SURCHARGE

EXCAVATE AND REPLACE

X

BRIDGE STRUCTURES

104106 108

101102

103105

107

109

111110

KEY PLAN

Title:

Document ID: Rev.

Drawing Plotted: 08 Mar 2012 03:10 p.m.

Project::

-Document created for NZTA by M2PP Alliance, Level 2, 17-21 Whitmore St, WELLINGTON

NOTES:

Status:-

MACKAYS TO PEKA PEKA EXPRESSWAY

Revision. Approved.Amendment. Date.

Drawing No:

- -

Scale (A3)Original

1:5000M2PP AEE DWG

CV-EW 109 1

PEAT THICKNESS CONTOURSAND PEAT TREATMENT

SHEET 9 OF 11

1. PROPOSED PEAT TREATMENT OPTIONS SHOWN. THESE METHODS ARE INTERCHANGEABLE AND MAY VARY FROM OPTION SHOWN.

1 AEE LODGEMENT NRN 15.03.12

FOR CONSENTING

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LEGEND:APPROXIMATE PEATTHICKNESS CONTOUR

ROAD ALIGNMENT

NON PEAT

PEAT

PRELOAD AND SURCHARGE

EXCAVATE AND REPLACE

X

BRIDGE STRUCTURES

KEY PLAN

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Title:

Document ID: Rev.

Drawing Plotted: 08 Mar 2012 03:11 p.m.

Project::

-Document created for NZTA by M2PP Alliance, Level 2, 17-21 Whitmore St, WELLINGTON

NOTES:

Status:-

MACKAYS TO PEKA PEKA EXPRESSWAY

Revision. Approved.Amendment. Date.

Drawing No:

- -

Scale (A3)Original

1:5000M2PP AEE DWG

CV-EW 110 1

PEAT THICKNESS CONTOURSAND PEAT TREATMENT

SHEET 10 OF 11

1. PROPOSED PEAT TREATMENT OPTIONS SHOWN. THESE METHODS ARE INTERCHANGEABLE AND MAY VARY FROM OPTION SHOWN.

1 AEE LODGEMENT NRN 15.03.12

FOR CONSENTING

FINAL EMBANKMENT DESIGNPROFILE

TYPICAL SECTION - STAGE 2 PRELOAD AND SURCHARGE, REMOVAL/ FINAL EMBANKMENT CONSTRUCTIONN.T.S

PREDICTED SETTLEMENT PROFILE

PAVEMENT

FINAL EMBANKMENT DESIGNPROFILE

TYPICAL SECTION - STAGE 1 PRELOAD AND SURCHARGE, EMBANKMENT CONSTRUCTIONN.T.S

ENGINEERED EMBANKMENT FILL

TEMPORARY SURCHARGEEMBANKMENT PROFILE

1.0m

(MIN

)

EXISTING GROUND PROFILEGEOTEXTILE LAYERSTARTER / DRAINAGE LAYERGRANULAR ENGINEERED FILL

S2

SURCHARGE ANDPRELOAD HEIGHT (S2)

S1

TEMPORARY BATTER TO SUIT

SURCHARGE FILL TO BE REMOVEDTO SUBGRADE LEVEL.

XX

13

13

GEOTEXTILE LAYER

R

SETTLEMENT (S1) DEPTH

EXISTING GROUND

EXISTING GROUND

Title:

Document ID: Rev.

Drawing Plotted: 08 Mar 2012 02:56 p.m.

Project::

-Document created for NZTA by M2PP Alliance, Level 2, 17-21 Whitmore St, WELLINGTON

NOTES:

Status:-

MACKAYS TO PEKA PEKA EXPRESSWAY

Revision. Approved.Amendment. Date.

Drawing No:

- -

Scale (A3)Original

M2PP AEE DWG

CV-EW 121 1

GEOTECHNICALSURCHARGE EMBANKMENT

TYPICAL SECTIONS

1. THE EMBANKMENT IS CONSTRUCTED ABOVE FINAL SEAL LEVEL. ADDITIONAL HEIGHT ABOVE FINISHEDSEAL LEVEL IS THE SURCHARGE AND THE PRE-LOAD HEIGHT. THE PRE-LOAD HEIGHT IS EQUIVALENT TOTHE EXPECTED SETTLEMENT DEPTH. THE SURCHARGE HEIGHT IS THE ADDITIONAL HEIGHT THAT ISPLACED AND THEN REMOVED FOLLOWING SETTLEMENT.

2. PRELOAD AND SURCHARGE HEIGHT (S2) TYPICALLY VARIES BETWEEN 1.5m TO 3.0m.1 AEE LODGEMENT NRN 15.03.12

FOR CONSENTING