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EXISTING AREA OF ECOLOGICAL SIGNIFICANCE ROAD 030 TO FORM NEW OVERLAND FLOW PATH RD003 RD003 RD004 RD004 RD004 RD029 RD030 RD030 RD033 RD029 20 RD004 RD004 RD029 RD031 RD032 RD029 R RD018 RD003 RD001 RD004 RD003 RD004 PROPOSED SLIP LANE RD029A DRAWING No: PROJECT: TITLE: DRAWN: CHECKED: APPROVED: ISSUE STATUS: PROJECT No: ORIGINATOR: DATE: DATE: SCALES: DATE: DATE: SURVEY DATE: SURVEY BY: REV A1 PLOT DATE: PLOT BY: REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\14184 SIGNED: SIGNED: SIGNED: SIGNED: LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THI OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON C THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE R ASSURED QUALITY ISO 9001 ASSOCIATION OF CONSULTING ENGINEERS NEW ZEALAND T W AUCKLAND OFFICE DILWORTH HOUSE 71 GREAT SOUTH ROAD NEWMARKET AUCKLAND 1051 +64 9 917 5000 www.harrisongrierson.com REF REVISIONS BY DATE 1 FOR INFORMATION KRW 21.07.18 2 ROAD LAYOUT REVISED KRW 12.10.18 9820-141842-01 141842-SK260 2 1:1000-A1 1:2000-A3 WESTON LEA LTD AMBERFIELD PEACOCKE RD HAMILTON STAGE 2A ALTERNATIVE ROAD GRADING LAYOUT PLAN 12.10.18 SWK SWK 19.07.18 AJP 19.07.18 KRW 23.07.18 KRW 23.07.18 FOR INFORMATIO LEGEND: PROPOSED LOT BOUNDARY PROPOSED CONTOURS SHOWN AT 0.5m INTERVALS FLOW ARROWS

LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

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Page 1: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

EXISTING AREA OF

ECOLOGICAL

SIGNIFICANCE

ROAD 030 TO

FORM NEW

OVERLAND FLOW PATH

R

D

0

0

3

R

D

0

0

3

R

D

0

0

4

RD004

R

D

0

0

4

R

D

0

2

9

RD

030

R

D

0

3

0

R

D

0

3

3

RD

029

R

D

0

2

0

R

D

0

0

4

R

D

0

0

4

RD

029

R

D

0

3

1

R

D

0

3

2

R

D

0

2

9

R

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0

0

4

R

D

0

1

8

R

D

0

0

3

R

D

0

0

1

R

D

0

0

4

R

D

0

0

3

R

D

0

0

4

PROPOSED SLIP LANE RD029A

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK260.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK260 2

1:1000-A1

1:2000-A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

STAGE 2A

ALTERNATIVE ROAD GRADING

LAYOUT PLAN

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

LEGEND:

PROPOSED LOT BOUNDARY

PROPOSED CONTOURS SHOWN AT

0.5m INTERVALS

FLOW ARROWS

AutoCAD SHX Text
45.00
AutoCAD SHX Text
45.00
AutoCAD SHX Text
45.00
AutoCAD SHX Text
42.50
AutoCAD SHX Text
42.50
AutoCAD SHX Text
40.00
AutoCAD SHX Text
40.00
AutoCAD SHX Text
37.50
AutoCAD SHX Text
37.50
AutoCAD SHX Text
37.50
AutoCAD SHX Text
35.00
AutoCAD SHX Text
35.00
AutoCAD SHX Text
35.00
AutoCAD SHX Text
35.00
AutoCAD SHX Text
32.50
AutoCAD SHX Text
32.50
AutoCAD SHX Text
32.50
AutoCAD SHX Text
32.50
AutoCAD SHX Text
30.00
AutoCAD SHX Text
30.00
AutoCAD SHX Text
30.00
AutoCAD SHX Text
30.00
AutoCAD SHX Text
30.00
AutoCAD SHX Text
27.50
AutoCAD SHX Text
27.50
AutoCAD SHX Text
27.50
AutoCAD SHX Text
25.00
AutoCAD SHX Text
TP 1103.898
AutoCAD SHX Text
TP 1250.404
AutoCAD SHX Text
TP 1340.043
AutoCAD SHX Text
CH 1110.0
AutoCAD SHX Text
CH 1140.0
AutoCAD SHX Text
CH 1170.0
AutoCAD SHX Text
CH 1200.0
AutoCAD SHX Text
CH 1230.0
AutoCAD SHX Text
CH 1260.0
AutoCAD SHX Text
CH 1290.0
AutoCAD SHX Text
CH 1320.0
AutoCAD SHX Text
CH 1350.0
AutoCAD SHX Text
CREST 1194.623
AutoCAD SHX Text
SAG 1293.256
AutoCAD SHX Text
CREST 1307.965
AutoCAD SHX Text
CREST 1307.965
AutoCAD SHX Text
SAG 1326.368
AutoCAD SHX Text
TP 116.710
AutoCAD SHX Text
TP 143.563
AutoCAD SHX Text
TP 169.812
AutoCAD SHX Text
TP 330.775
AutoCAD SHX Text
TP 353.938
AutoCAD SHX Text
CH 642.831
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CH 210.0
AutoCAD SHX Text
CH 240.0
AutoCAD SHX Text
CH 270.0
AutoCAD SHX Text
CH 300.0
AutoCAD SHX Text
CH 330.0
AutoCAD SHX Text
CH 360.0
AutoCAD SHX Text
CH 390.0
AutoCAD SHX Text
CH 420.0
AutoCAD SHX Text
CH 450.0
AutoCAD SHX Text
CH 480.0
AutoCAD SHX Text
CH 510.0
AutoCAD SHX Text
CH 540.0
AutoCAD SHX Text
CH 570.0
AutoCAD SHX Text
CH 600.0
AutoCAD SHX Text
CH 630.0
AutoCAD SHX Text
SAG 205.782
AutoCAD SHX Text
CREST 343.782
AutoCAD SHX Text
SAG 470.651
AutoCAD SHX Text
CREST 560.539
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
TP 12.092
AutoCAD SHX Text
TP 23.259
AutoCAD SHX Text
TP 47.747
AutoCAD SHX Text
TP 67.147
AutoCAD SHX Text
TP 85.142
AutoCAD SHX Text
TP 111.805
AutoCAD SHX Text
TP 206.241
AutoCAD SHX Text
TP 253.012
AutoCAD SHX Text
TP 312.749
AutoCAD SHX Text
TP 417.009
AutoCAD SHX Text
TP 670.553
AutoCAD SHX Text
TP 751.740
AutoCAD SHX Text
TP 759.809
AutoCAD SHX Text
TP 779.738
AutoCAD SHX Text
TP 849.096
AutoCAD SHX Text
TP 872.134
AutoCAD SHX Text
TP 917.878
AutoCAD SHX Text
TP 930.337
AutoCAD SHX Text
TP 1592.208
AutoCAD SHX Text
TP 1638.415
AutoCAD SHX Text
TP 1690.071
AutoCAD SHX Text
CH 1711.914
AutoCAD SHX Text
CH 1799.380
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CH 210.0
AutoCAD SHX Text
CH 240.0
AutoCAD SHX Text
CH 270.0
AutoCAD SHX Text
CH 300.0
AutoCAD SHX Text
CH 330.0
AutoCAD SHX Text
CH 360.0
AutoCAD SHX Text
CH 390.0
AutoCAD SHX Text
CH 420.0
AutoCAD SHX Text
CH 450.0
AutoCAD SHX Text
CH 480.0
AutoCAD SHX Text
CH 510.0
AutoCAD SHX Text
CH 540.0
AutoCAD SHX Text
CH 570.0
AutoCAD SHX Text
CH 600.0
AutoCAD SHX Text
CH 630.0
AutoCAD SHX Text
CH 660.0
AutoCAD SHX Text
CH 690.0
AutoCAD SHX Text
CH 720.0
AutoCAD SHX Text
CH 750.0
AutoCAD SHX Text
CH 780.0
AutoCAD SHX Text
CH 810.0
AutoCAD SHX Text
CH 840.0
AutoCAD SHX Text
CH 870.0
AutoCAD SHX Text
CH 900.0
AutoCAD SHX Text
CH 930.0
AutoCAD SHX Text
CH 960.0
AutoCAD SHX Text
CH 1530.0
AutoCAD SHX Text
CH 1560.0
AutoCAD SHX Text
CH 1590.0
AutoCAD SHX Text
CH 1620.0
AutoCAD SHX Text
CH 1650.0
AutoCAD SHX Text
CH 1680.0
AutoCAD SHX Text
CH 1710.0
AutoCAD SHX Text
CH 1740.0
AutoCAD SHX Text
CH 1770.0
AutoCAD SHX Text
SAG 343.369
AutoCAD SHX Text
CREST 469.000
AutoCAD SHX Text
SAG 730.068
AutoCAD SHX Text
CREST 878.546
AutoCAD SHX Text
CH 844.815
AutoCAD SHX Text
CH 810.0
AutoCAD SHX Text
CH 840.0
AutoCAD SHX Text
TP 60.228
AutoCAD SHX Text
TP 79.454
AutoCAD SHX Text
TP 97.357
AutoCAD SHX Text
TP 122.082
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CH 210.0
AutoCAD SHX Text
CREST 161.364
AutoCAD SHX Text
CH 195.964
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CREST 184.792
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
CH 213.216
AutoCAD SHX Text
TP 227.413
AutoCAD SHX Text
TP 322.495
AutoCAD SHX Text
TP 457.558
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CH 210.0
AutoCAD SHX Text
CH 240.0
AutoCAD SHX Text
CH 270.0
AutoCAD SHX Text
CH 300.0
AutoCAD SHX Text
CH 330.0
AutoCAD SHX Text
CH 360.0
AutoCAD SHX Text
CH 390.0
AutoCAD SHX Text
CH 420.0
AutoCAD SHX Text
CH 450.0
AutoCAD SHX Text
CH 480.0
AutoCAD SHX Text
CREST 183.654
AutoCAD SHX Text
SAG 247.139
AutoCAD SHX Text
CREST 258.704
AutoCAD SHX Text
SAG 272.905
AutoCAD SHX Text
CREST 335.094
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
TP 181.624
AutoCAD SHX Text
TP 291.258
AutoCAD SHX Text
CH 310.822
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CH 210.0
AutoCAD SHX Text
CH 240.0
AutoCAD SHX Text
CH 270.0
AutoCAD SHX Text
CH 300.0
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
TP 52.140
AutoCAD SHX Text
TP 81.414
AutoCAD SHX Text
TP 88.102
AutoCAD SHX Text
TP 133.333
AutoCAD SHX Text
CH 208.161
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 180.0
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
TP 16.424
AutoCAD SHX Text
TP 20.576
AutoCAD SHX Text
TP 76.818
AutoCAD SHX Text
TP 81.282
AutoCAD SHX Text
CH 95.262
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
SAG 85.372
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
TP 49.708
AutoCAD SHX Text
TP 78.720
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 60.0
AutoCAD SHX Text
CH 90.0
AutoCAD SHX Text
CH 120.0
AutoCAD SHX Text
CH 150.0
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
CH 36.967
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
CH 0.000
AutoCAD SHX Text
CH 32.525
AutoCAD SHX Text
CH 30.0
AutoCAD SHX Text
47.5
AutoCAD SHX Text
45.0
AutoCAD SHX Text
45.0
AutoCAD SHX Text
42.5
AutoCAD SHX Text
40.0
AutoCAD SHX Text
40.0
AutoCAD SHX Text
40.0
AutoCAD SHX Text
40.0
AutoCAD SHX Text
40.0
AutoCAD SHX Text
40.0
AutoCAD SHX Text
40.0
AutoCAD SHX Text
37.5
AutoCAD SHX Text
37.5
AutoCAD SHX Text
37.5
AutoCAD SHX Text
37.5
AutoCAD SHX Text
37.5
AutoCAD SHX Text
35.0
AutoCAD SHX Text
35.0
AutoCAD SHX Text
35.0
AutoCAD SHX Text
35.0
AutoCAD SHX Text
32.5
AutoCAD SHX Text
32.5
AutoCAD SHX Text
30.0
AutoCAD SHX Text
27.5
AutoCAD SHX Text
25.0
Page 2: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

307.419

RL 41.116

IN

TERSECTIO

N RD

004

CH

413.197

RL 39.179

IN

TERSECTIO

N RD

029

CH

493.301

RL 37.533

IN

TERSECTIO

N RD

030

CH

579.752

RL 37.364

IN

TERSECTIO

N RD

031

CH

532.247

RL 37.922

IN

TERSECTIO

N RD

033

100 R

CREST

CREST

SAG

TP

TP

2.5% -5% 1% -12.5%

GRADE

50m VC 50m VC 30m VC

VC LENGTH

R100

HORIZONTAL

300.00

43.85

40.93

315.00

43.80

41.31

327.12

44.56

41.61

330.00

44.77

41.67

330.78

44.82

41.69

343.78

44.90

41.82

345.00

44.84

41.82

352.12

44.65

41.76

353.94

44.66

41.74

360.00

44.57

41.62

375.00

44.46

41.09

377.12

44.19

40.98

390.00

41.10

40.34

405.00

38.19

39.59

420.00

37.47

38.84

428.98

37.05

38.39

435.00

36.87

38.11

450.00

37.02

37.60

453.98

37.09

37.51

465.00

36.89

37.37

470.65

36.66

37.35

478.98

36.47

37.39

480.00

36.53

37.40

495.00

37.01

37.55

510.00

37.25

37.70

525.00

37.43

37.85

540.00

38.01

38.00

555.00

38.72

38.15

558.32

38.89

38.18

560.54

38.99

38.19

570.00

39.10

37.99

573.32

38.90

37.83

585.00

39.53

36.85

588.32

39.76

36.46

600.00

37.41

35.00

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 29

RD003 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

642.821

RL 31.093

IN

TERSECTIO

N RD

004

-12.5% -3%

GRADE

20m VC

VC LENGTH

HORIZONTAL

600.00

37.41

35.00

615.00

35.01

33.12

617.58

34.80

32.80

627.58

33.45

31.79

630.00

32.98

31.61

637.58

31.64

31.25

642.83

31.21

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 25

RD003 LONGITUDINAL SECTION CONTINUED

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK265 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 1 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1359 REV 3 FOR ORIGINAL

LONGITUDINAL SECTIONS

SECTION UPDATED

SECTION UPDATED

Page 3: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

0.000

RL 41.120

IN

TERSECTIO

N RD

003

CH

243.688

RL 37.239

IN

TERSECTIO

N RD

029

CH

208.204

RL 37.594

IN

TERSECTIO

N RD

029A

30 R -30 R 30 R 50 R

TP

TP

TP

TP

TP

TP

TP

TP

TP

-3% -1% -5%

GRADE

50m VC 30m VC

VC LENGTH

R30 R-30 R30 R50

HORIZONTAL

0.00

43.71

41.12

12.09

43.88

40.76

15.00

43.86

40.67

23.26

43.91

40.42

30.00

43.85

40.22

45.00

43.47

39.77

47.19

43.44

39.70

47.75

43.42

39.69

60.00

43.43

39.35

67.15

43.35

39.19

72.19

43.39

39.08

75.00

43.37

39.02

85.14

43.29

38.85

90.00

43.22

38.79

97.19

43.04

38.70

105.00

42.89

38.63

111.80

42.88

38.56

120.00

42.81

38.48

135.00

42.78

38.33

150.00

42.58

38.18

165.00

42.81

38.03

180.00

43.21

37.88

195.00

43.33

37.73

206.24

43.46

37.61

210.00

43.46

37.58

225.00

42.88

37.43

240.00

39.11

37.28

251.93

37.23

37.16

253.01

37.10

37.15

255.00

36.79

37.12

266.93

35.96

36.86

270.00

35.90

36.76

281.93

36.01

36.26

285.00

35.95

36.10

300.00

35.89

35.35

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 29

RD004 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

326.214

RL 34.043

IN

TERSECTIO

N RD

030

CH

583.015

RL 32.019

IN

TERSECTIO

N RD

031

100 R

CREST

SAG

TP

TP

-5% 4% -6%

GRADE

30m VC 50m VC

VC LENGTH

R100

HORIZONTAL

300.00

35.89

35.35

312.75

35.82

34.72

315.00

35.94

34.60

326.70

33.12

34.02

330.00

32.32

33.87

341.70

34.58

33.61

343.37

35.56

33.60

345.00

35.97

33.61

356.70

37.83

33.87

360.00

38.06

34.00

375.00

38.41

34.60

390.00

39.23

35.20

405.00

38.85

35.80

417.01

38.90

36.28

420.00

39.08

36.40

435.00

39.48

37.00

449.00

39.46

37.56

450.00

39.48

37.60

465.00

40.02

37.94

469.00

40.07

37.96

474.00

40.09

37.93

480.00

40.13

37.84

495.00

40.14

37.28

499.00

40.20

37.06

510.00

40.25

36.40

525.00

40.31

35.50

540.00

36.43

34.60

555.00

33.69

33.70

570.00

32.68

32.80

585.00

31.29

31.90

600.00

30.40

31.00

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 24

RD004 LONGITUDINAL SECTION CONTINUED

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK266 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 2 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1360 REV 3 FOR ORIGINAL

LONGITUDINAL SECTIONS

SECTION UPDATED

SECTION UPDATED

NEW OVERLAND

FLOWPATH

LOW POINT

Page 4: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

1392.910

RL 36.669

IN

TERSECTIO

N RD

005

CH

1273.778

RL 33.175

IN

TERSECTIO

N RD

029

75 R

SAG

TP

2.5% 3% -3% 1.25%

GRADE

50m VC 12m VC

VC LENGTH

R75

HORIZONTAL

1200.0032.09

31.32

1215.00

31.70

1230.0032.85

32.08

1245.0032.30

32.45

1260.0033.45

32.83

1263.6233.47

32.92

1275.0034.26

33.21

1288.6234.65

33.57

1290.0034.70

33.61

1305.0036.36

34.04

1313.6238.21

34.29

1320.0039.87

34.48

1326.0140.67

34.66

1335.0040.98

34.93

1350.0040.48

35.38

1365.0039.84

35.83

1380.0039.23

36.28

1392.9138.88

36.67

1395.0038.95

36.61

1410.0038.71

36.16

1411.3638.75

36.12

1417.3638.64

36.00

1419.8338.31

35.99

1423.3638.05

36.01

1425.0038.10

36.03

1440.0038.69

36.22

1455.0038.37

36.41

1470.0037.77

36.59

1485.0040.25

36.78

1500.0041.15

36.97

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 25

RD004 LONGITUDINAL SECTION CONTINUED

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK267 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 3 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1362 REV 3 FOR ORIGINAL

LONGITUDINAL SECTIONS.

2. RD004 CH 900-1200 HAS NOT CHANGED AS PART OF

ALTERNATIVE ROAD GRADINGS

SECTION UPDATED

Page 5: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

258.706

RL 39.179

IN

TERSECTIO

N RD

003

CH

0.002

RL 37.239

IN

TERSECTIO

N RD

004

CH

39.808 RL 38.915

IN

TERSECTIO

N RD

029A

50 R

CREST

CREST

SAG

SAG

TP

TP

TP

3% 5% 1% -5% 3% -3% 1%

GRADE

12m VC 20m VC 50m VC 12m VC 12m VC

VC LENGTH

R50

HORIZONTAL

0.00

38.34

9.70

38.12

37.53

15.00

37.93

37.71

15.70

37.90

37.74

21.70

37.60

38.01

30.00

37.77

38.43

43.12

37.57

39.08

45.00

37.48

39.17

53.12

37.62

39.48

60.00

37.78

39.64

63.12

37.90

39.68

75.00

38.35

39.80

90.00

38.75

39.95

105.00

38.75

40.10

120.00

39.41

40.25

135.00

39.76

40.40

150.00

40.10

40.55

165.00

40.42

40.70

175.32

41.01

40.80

180.00

41.35

40.84

183.65

41.61

40.84

195.00

41.10

40.77

200.32

40.17

40.68

210.00

38.62

40.43

213.22

38.16

40.32

225.00

37.87

39.82

225.32

37.96

39.80

227.41

38.13

39.70

239.64

37.77

39.09

240.00

37.86

39.07

245.64

37.62

38.91

247.14

37.60

38.90

251.64

37.65

38.97

255.00

37.69

39.07

258.71

37.68

39.18

263.91

37.73

39.02

269.91

37.82

38.90

270.00

37.82

38.90

272.91

38.02

38.89

275.91

38.06

38.90

285.00

37.87

38.99

300.00

37.81

39.14

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 31

RD029 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

562.138

RL 35.904

IN

TERSECTIO

N RD

005

-175 R 30 R

CREST

SAG

TP

TP

TP

1% -2% 3% -3%

GRADE

75m VC 12m VC 30m VC

VC LENGTH

R-175 R30

HORIZONTAL

300.00

37.81

39.14

310.09

37.89

39.25

315.00

37.83

39.29

322.50

37.91

39.34

330.00

37.80

39.36

335.09

37.85

39.37

345.00

37.95

39.35

347.59

37.93

39.34

360.00

37.85

39.25

375.00

37.93

39.05

385.09

37.77

38.87

390.00

37.76

38.77

405.00

37.62

38.47

420.00

37.71

38.17

435.00

37.45

37.87

450.00

37.00

37.57

457.56

36.82

37.42

465.00

36.85

37.27

480.00

36.79

36.97

495.00

36.41

36.67

510.00

36.38

36.37

525.00

36.53

36.07

540.00

36.81

35.77

544.64

36.94

35.68

549.44

37.18

35.63

550.64

37.21

35.63

555.00

37.48

35.70

556.64

37.57

35.74

562.14

37.77

35.90

570.00

38.21

35.67

585.00

38.59

35.22

585.91

38.57

35.19

596.11

37.95

34.92

600.00

37.40

34.83

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 29

RD029 LONGITUDINAL SECTION CONTINUED

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK268 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 4 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1379 REV 3 FOR ORIGINAL

LONGITUDINAL SECTIONS

SECTION UPDATED

SECTION UPDATED

Page 6: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

715.503

RL 33.175

IN

TERSECTIO

N RD

004

30 R 30 R

TP

TP

TP

-3% -1% -3%

GRADE

30m VC 30m VC

VC LENGTH

R30 R30

HORIZONTAL

600.00

37.40

34.83

600.91

37.32

34.82

611.64

36.37

34.64

615.00

36.10

34.60

615.91

36.04

34.59

630.00

35.68

34.45

645.00

35.27

34.30

658.93

35.04

34.16

660.00

34.99

34.15

675.00

35.03

34.00

679.49

35.03

33.96

682.86

34.85

33.92

690.00

34.48

33.81

694.49

34.11

33.73

705.00

33.99

33.48

709.49

34.09

33.36

715.50

34.16

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 27

RD029 LONGITUDINAL SECTION CONTINUED

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

0.001

RL 37.594

IN

TERSECTIO

N RD

004

CH

36.966 RL 38.915

IN

TERSECTIO

N RD

029

TP

3% 4.5% 3%

GRADE

12m VC 12m VC

VC LENGTH

HORIZONTAL

0.00

43.47

6.80

43.42

37.80

12.80

43.02

38.00

15.00

42.71

38.09

18.80

41.93

38.25

20.96

41.51

38.35

26.96

40.02

38.59

30.00

39.35

38.70

32.96

38.66

38.80

36.97

37.76

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 32

RD029A LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK269 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 5 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1380 REV 3

FOR ORIGINAL LONGITUDINAL SECTIONS

SECTION UPDATED

SECTION

UPDATED

R

O

A

D

0

2

9

B

R

E

M

O

V

E

D

R

O

A

D

0

2

9

C

R

E

M

O

V

E

D

R

O

A

D

0

3

0

A

R

E

M

O

V

E

D

Page 7: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

0.000

RL 34.043

IN

TERSECTIO

N RD

004

CH

206.096

RL 36.291

IN

TERSECTIO

N RD

032

200 R

TP

TP

TP

3% 1%

GRADE

12m VC 12m VC

VC LENGTH

R200

HORIZONTAL

0.00

33.46

34.04

3.37

32.91

34.14

9.37

32.83

34.29

15.00

32.83

34.38

15.37

32.83

34.38

30.00

33.14

34.53

45.00

35.38

34.68

60.00

36.05

34.83

75.00

36.24

34.98

90.00

36.64

35.13

105.00

36.82

35.28

120.00

36.53

35.43

135.00

36.61

35.58

150.00

36.73

35.73

165.00

36.67

35.88

180.00

36.76

36.03

181.62

36.72

36.05

195.00

36.80

36.18

210.00

36.84

36.33

225.00

36.81

36.48

240.00

37.36

36.63

255.00

37.10

36.78

270.00

37.14

36.93

285.00

36.96

37.08

291.26

36.94

37.14

295.08

36.91

37.18

300.00

36.96

37.25

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 27

RD030 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

310.822

RL 37.533

IN

TERSECTIO

N RD

003

1% 3%

GRADE

12m VC

VC LENGTH

HORIZONTAL

300.00

36.96

37.25

301.08

36.90

37.27

307.08

36.82

37.42

310.82

36.89

37.53

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 31

RD030 LONGITUDINAL SECTION CONTINUED

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

208.161

RL 37.364

IN

TERSECTIO

N RD

003

CH

0.000

RL 32.019

IN

TERSECTIO

N RD

004

CH

71.935 RL 34.129

IN

TERSECTIO

N RD

032

-30 R 100 R

TP

TP

TP

TP

TP

3% 2% 3%

GRADE

20m VC 20m VC

VC LENGTH

R-30 R100

HORIZONTAL

0.00

31.50

32.02

15.00

32.35

32.47

30.00

33.52

32.92

45.00

36.44

33.37

52.14

38.45

33.58

58.09

39.67

33.76

60.00

39.85

33.82

68.09

40.04

34.04

75.00

39.89

34.20

78.09

39.81

34.26

81.41

39.79

34.33

88.10

39.42

34.46

90.00

39.40

34.50

105.00

40.00

34.80

120.00

40.27

35.10

133.33

40.42

35.37

135.00

40.44

35.40

148.11

40.30

35.66

150.00

40.19

35.70

158.11

39.41

35.89

165.00

39.57

36.07

168.11

39.76

36.16

180.00

40.11

36.52

195.00

40.20

36.97

208.16

38.94

37.36

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 26

RD031 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

ENGINEERS NEW ZEALAND

T

W

AUCKLAND OFFICE

DILWORTH HOUSE 71 GREAT SOUTH ROAD

NEWMARKET AUCKLAND 1051

+64 9 917 5000

www.harrisongrierson.com

REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK270 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 6 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1381 REV 3 FOR ORIGINAL

LONGITUDINAL SECTIONS

SECTION UPDATED

SECTION UPDATED

SECTION

UPDATED

Page 8: LEGEND: RD001 RD029 RD004 RD032 · existing area of ecological significance road 030 to form new overland flow path rd003 rd003 rd004 rd004 rd004 rd029 rd030 rd030 rd033 rd029 rd020

CH

0.000

RL 36.291

IN

TERSECTIO

N RD

030

CH

95.262 RL 34.129

IN

TERSECTIO

N RD

031

50 R 50 R

SAG

TP

TP

TP

TP

TP

-3% -2% 3%

GRADE

12m VC 12m VC

VC LENGTH

R50 R50

HORIZONTAL

0.00

36.82

36.29

15.00

37.91

35.84

16.42

37.91

35.80

20.58

37.94

35.67

30.00

38.61

35.39

45.00

39.79

34.94

60.00

40.04

34.49

63.10

40.03

34.40

69.10

40.06

34.23

75.00

40.19

34.10

75.10

40.19

34.10

76.82

40.23

34.06

80.57

40.26

33.99

81.28

40.24

33.98

85.37

40.23

33.94

86.57

40.23

33.94

90.00

40.26

33.99

92.57

40.24

34.05

95.26

39.99

34.13

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 28

RD032 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

CH

0.001

RL 37.922

IN

TERSECTIO

N RD

003

CH

197.885

RL 32.415

IN

TERSECTIO

N RD

005

-30 R

SAG

TP

TP

TP

-3% -3.5% 3%

GRADE

20m VC 12m VC

VC LENGTH

R-30

HORIZONTAL

0.00

37.65

15.00

37.55

37.47

30.00

37.33

37.02

45.00

37.25

36.57

49.71

37.15

36.43

60.00

37.15

36.12

75.00

37.32

35.67

78.72

37.23

35.56

90.00

36.38

35.22

105.00

36.23

34.77

110.50

36.09

34.61

120.00

36.01

34.31

120.50

36.01

34.30

130.50

35.87

33.96

135.00

35.83

33.80

150.00

35.69

33.28

165.00

35.06

32.75

179.33

33.77

32.25

180.00

33.71

32.23

185.33

33.26

32.14

185.79

33.24

32.14

191.33

33.02

32.22

195.00

32.94

32.33

197.89

32.86

CHAINAGE

EXISTING SURFACE

DESIGN LEVEL

DATUM RL 26

RD033 LONGITUDINAL SECTION

1:500 HORI.

1:100 VERT.

WAE LEVEL

DRAWING No:

PROJECT:

TITLE:

DRAWN:

CHECKED:

APPROVED:

ISSUE STATUS:

PROJECT No:

ORIGINATOR:

DATE:

DATE:

SCALES:

DATE:

DATE:

SURVEY DATE:

SURVEY BY:

REV

A1

PLOT DATE:

PLOT BY:

REFER TO APPROVED MASTER DRAWINGS FOR ORIGINAL SIGNATURES File: NEWMARKET C:\12DSYNERGYWORKSPACE\1\9820-141842_2\CAD\CURRENT\141842-SK265-SK270.DWG

SIGNED:

SIGNED:

SIGNED:

SIGNED:

LIMITED. NO LIABILITY SHALL BE ACCEPTED FOR UNAUTHORISED USE OF THIS DRAWING.

OR ALTERED, WITHOUT THE WRITTEN PERMISSION OF HARRISON GRIERSON CONSULTANTS

THIS DRAWING AND DESIGN REMAINS THE PROPERTY OF, AND MAY NOT BE REPRODUCED

ASSURED

QUALITY

ISO 9001

ASSOCIATION OF CONSULTING

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W

AUCKLAND OFFICE

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REF REVISIONS BY DATE

1 FOR INFORMATION KRW 21.07.18

2 ROAD LAYOUT REVISED KRW 12.10.18

9820-141842-01

141842-SK271 2

1:500H 1:100V - A1

1:1000H 1:200V - A3

WESTON LEA LTD

AMBERFIELD

PEACOCKE RD HAMILTON

ALTERNATIVE ROAD GRADING

LONGITUDINAL SECTIONS

SHEET 7 OF 7

12.10.18

SWKSWK 19.07.18

AJP 19.07.18

KRW 23.07.18

KRW 23.07.18

FOR INFORMATION

NOTES:

1. REFER TO PAGE 141842-1382 REV 3 FOR ORIGINAL

LONGITUDINAL SECTIONS

SECTION UPDATED

SECTION UPDATED