0 100 200 < < < < < < < < < TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 TL4 10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 LEGEND: APPROXIMATE PEAT THICKNESS CONTOUR ROAD ALIGNMENT NON PEAT PEAT PRELOAD AND SURCHARGE EXCAVATE AND REPLACE X BRIDGE STRUCTURES 104 106 108 101 102 103 105 107 109 111 110 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 1:5000 M2PP AEE DWG CV-EW 107 1 PEAT THICKNESS CONTOURS AND 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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MACKAYS TO PEKA PEKA EXPRESSWAY - NZ Transport ......CV-EW110 1 PEAT THICKNESS CONTOURS AND PEAT TREATMENT SHEET 10 OF 11 1. PROPOSED PEAT TREATMENT OPTIONS SHOWN. THESE METHODS ARE
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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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11700
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0
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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15000 15100 15200
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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.
-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
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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