n waimanu rd maeneene rd sheet 9mangawhai rd sheet … · rl 39.14m ip ch 50291.44 rl 36.84m pt ch...

16

SHEET 1

SHEET 3

SHEET 6SHEET 7

SHEET 8

RIVERHOTEO

SHEE

T 9WELLSFORD

TE HANA

WARKWORTH

N

WOODCOCKS

ROAD

KAIPARA FLATS

ROAD

SHEET 2

SHEET 4

SHEET 5

WAYBY VALLEY ROAD

MANG

AWHA

I RD

EXTENT OF WORKS

EXTE

NT O

F WOR

KS

DIBBLE ROAD(PRIVATE)

WYLLIE ROAD

RIVER ROAD

(PRIVATE)

RUSTYBROOK ROAD

WOR

THIN

GON

ROAD

FARM

ERS L

IME R

OAD

SILVER HILL ROAD

MAEN

EENE

RD

WAIMANU RD

1 of 1

SOUTHBOUND ALIGNMENT MCS0SHEET LAYOUT PLAN

R-130 01:30,000-A1, 1:60,000-A3

WAS IHFCW* FCW*

BN* JULY 2019

0 ISSUED FOR RMA APPROVALS WAS FCW* BN* 07/19

GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1

This Drawing must not be

used for Construction unless

signed as Approved

GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1

Date

DateApprovedCheckedDrawnRevisionNo A1 Rev:Contract:Original Size

Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.

This document may only be used by

The JV's client (and any other person

who The JV has agreed can use this

document) for the purpose for which it

was prepared and must not be used by

any other person or for any other

purpose.

DO NOT SCALE

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:3 July 2019 - 1:01 PM

W:\W2W Designation and Resource Consents\02 Phase 2 Pre Lodgement\2.1 Engineering Design\2.1.3 Focused Design\2.1.3.8 CAD (drawings

production)\PA4156-R-130_LM.dwg

WARKWORTH TO WELLSFORD PROJECT

Check

Drafting

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Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

ALL INFORMATION SHOWN IS SUBJECT TO FINALDESIGN AND THE DETAILS MAY CHANGE. AREASAND MEASUREMENTS ARE SUBJECT TO SURVEY

HPG

HPG

HPG

HPG

HPG

HPG

HPG

HPG

HPG

HPG

HPG

HPG

MPG

MPG

MPG

MPG

MPG

MPG

MPG

MPG

MPG

TO W

ARKW

ORTH SH

EET

2

N

WYLLIE ROAD

CARRAN ROAD

WOO

DCOC

KSRO

AD

PHILLIPS ROAD

KAIPA

RA FL

ATS

ROAD

4730

0m

4740

0m

4750

0m

4760

0m

4770

0m

4780

0m

4790

0m

4800

0m

4810

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4820

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0m

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0m

4870

0m

4880

0m

4890

0m

4900

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4920

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0m

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4990

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5020

0m

5030

0m

5040

0m

5050

0m

5060

0m

5070

0m

5080

0m

5090

0m

DATUM=28.00m

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

SUPERELEVATION

DES./EXIST.LEVEL DIFF.

DESIGNLEVELS

EXISTINGLEVELS

CHAINAGE

4760

0

4770

0

4780

0

4790

0

4800

0

4810

0

4820

0

4830

0

4840

0

4850

0

4860

0

4870

0

4880

0

4890

0

4900

0

4910

0

4920

0

4930

0

4940

0

4950

0

4960

0

4970

0

4980

0

4990

0

5000

0

5010

0

5020

0

5030

0

5040

0

5050

0

5060

0

LONGITUDINAL SECTION - MCS0SCALE 1:5000H-A1, 1:1000V-A1

IP CH

4947

2.84

IP CH

4975

5.17

IP CH

5029

1.44

RL 40

.83m

RL 36

.56m

RL 39

.14m

PT C

H 49

793.8

7RL

36.84

m

-0.50%-1.51%0.48%

3.42%

WAR

KWOR

TH O

FF-R

AMP

BRID

GE 03

WOO

DCOC

KS R

OAD

BRID

GE 01

NORT

HBOU

ND O

N-RA

MPBR

IDGE

21

1.89

1.76

-3.32

-9.36

-4.98

-2.81

-9.13

-10.28

-8.28

-7.18

-0.41

-7.77

-9.14

-9.27

-9.08

-9.52

-10.09

-8.93

-7.38

-6.61

0.05

3.59

1.60

-2.72

-1.62

2.91

1.59

-3.19

-4.37

-4.91

4.62

50.20

49.70

49.20

48.70

48.20

47.70

47.20

46.70

46.20

45.70

45.20

44.70

44.20

43.70

43.20

42.70

42.20

41.68

40.98

40.03

38.83

37.42

36.84

37.26

37.74

38.22

38.70

39.80

42.77

45.34

47.00

52.08

51.46

45.88

39.34

43.22

44.89

38.06

36.42

37.92

38.52

44.79

36.93

35.06

34.43

34.11

33.18

32.11

32.75

33.59

33.41

38.88

41.01

38.43

34.54

36.12

41.13

40.29

36.61

38.39

40.43

51.62

P=-0.50% L=2429.07K=-410.00 L=415.17

K=75.00

L=149.49

P=0.48% L=395.48K=45.00

L=132.11K=-109.55

L=563.20 4926

5.25

4968

0.42

4982

9.91

5022

5.39

5035

7.50

R=3706.00

L=959.64

D=929.55

R=-5750.00 L=1294.11R=-1542.00 L=339.84

CLCL

R=1203.00

L=499.54 4777

7.65

4870

7.20

5000

1.31

5034

1.15

5037

8.15

5042

1.15

LHS=3.0%

LHS=3.6%

1 of 9

SOUTHBOUND ALIGNMENT MCS0PLAN AND LONGITUDINAL SECTION

R-131 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019

0 ISUED FOR RMA APPROVALS WAS FCW* BN* 07/19




signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE




production)\PA4156-R-131-139_LM.dwg


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Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0

SCALE 1:5000 AT ORIGINAL SIZE

10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 01BRIDGE 03

BRIDGE 04

BRIDGE 02

BRIDGE 21

BRIDGE 05

BRIDGE 06


SOUTHBOUNDON-RAMP

TO AUCKLAND

NORTHBOUND ON-RAMPTO WHANGAREI SOUTHBOUND

OFF-RAMP TOWARKWORTH

NORTHBOUNDON-RAMP TOWHANGAREI

NORTHBOUND OFF-RAMPTO WARKWORTH

NB OFF-RAMP TOWARKWORTH

FINISHEDCENTRELINE LEVEL

SB OFF-RAMP TOWARKWORTH

BRIDGES BUILTBY P2WK

N

SHEE

T 3

KRAA

KS R

D(P

RIVA

TE)

KRAACK ROADCOACH ACCESSROAD (PRIVATE)

PHILLIPS ROAD

KAIPARA FLATS

ROAD

SHEE

T 1

4410

0m

4420

0m

4430

0m

4440

0m

4450

0m

4460

0m 44

700m

44800

m

4490

0m

4500

0m

4510

0m

4520

0m

4530

0m

4540

0m

4550

0m

4560

0m

4570

0m

4580

0m

4590

0m

4600

0m

4610

0m

4620

0m

4630

0m

4640

0m

4650

0m

4660

0m

4670

0m

4680

0m

4690

0m

4700

0m 4710

0m 4720

0m 4730

0m 4740

0m 4750

0m 4760

0m 4770

0m 4780

0m 4790

0m 4800

0m 4810

0m 4820

0m

DATUM=44.00m

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

SUPERELEVATION


DESIGNLEVELS

EXISTINGLEVELS

CHAINAGE

4460

0

4470

0

4480

0

4490

0

4500

0

4510

0

4520

0

4530

0

4540

0

4550

0

4560

0

4570

0

4580

0

4590

0

4600

0

4610

0

4620

0

4630

0

4640

0

4650

0

4660

0

4670

0

4680

0

4690

0

4700

0

4710

0

4720

0

4730

0

4740

0

4750

0

4760

0


IP CH

4497

2.41

IP CH

4664

3.68

RL 15

5.26m

RL 54

.98m

4.00%

-6.00%

-0.50%

KAIP

ARA

FLAT

S RO

ADBR

IDGE

07

BRID

GE 22

PT C

H 44

847.4

1RL

140.2

6m

30.52

96.01

111.1

9

131.0

8

149.3

5

150.2

0

155.7

0

92.87

56.17

13.85

-1.29

-13.47

-13.94

6.15

17.95

6.45

-16.18

-1.44

6.21

-6.21

-3.31

-0.99

-3.24

-4.12

-3.22

-5.33

-5.48

-4.29

9.69

15.33

1.89

137.8

1

139.3

9

140.1

7

140.1

4

139.3

2

137.7

0

135.2

8

132.0

6

128.0

4

123.2

2

117.6

0

111.6

0

105.6

0

99.60

93.60

87.60

81.60

75.60

69.60

63.77

59.18

56.02

54.29

53.70

53.20

52.70

52.20

51.70

51.20

50.70

50.20

168.3

2

235.3

9

251.3

5

271.2

3

288.6

7

287.9

0

290.9

9

224.9

3

184.2

2

137.0

7

116.3

1

98.12

91.66

105.7

5

111.5

5

94.05

65.42

74.16

75.81

57.56

55.87

55.03

51.05

49.57

49.97

47.37

46.72

47.41

60.89

66.03

52.08

K=-125.00 L=1250.00P=-6.00% L=853.77

K=70.00 L=385.00

P=-0.50% L=2429.07 4559

7.41

4645

1.18

4683

6.18

R=-1300.00

L=447.68

CLCL

R=1320.00 L=582.91

CLD=457.76CL

R=1100.00 L=410.70

CLD=379.93

R=3706.00 L=959.64

4475

1.71

4479

6.71

4484

1.71

4542

4.62

4546

9.62

4592

7.37

4597

7.37

4638

8.07

4643

8.07

4681

8.00

LHS=2.0%

LHS=2.0%

LHS=3.0%

LHS=4.0%

LHS=3.0%

2 OF 9


R-132 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 07

NORTHBOUND TUNNEL

BRIDGE 22

SOUTHBOUND TUNNEL

SOUTHBOUND TUNNEL



INDICATIVE REALIGNMENTOF FORESTRY TRACK

N

SHEE

T 4

SHEE

T 2

KRAA

KS RD

(PRIVA

TE)

KRAACK ROAD

COACH ACCESSROAD (PRIVATE)

SAUNDERS ROAD

SAUN

DERS

ROA

D

COOPWORTH

ROAD (PRIVATE)

SUFFORK RD

(PRIVATE)

DRYDALE RD(PRIVATE)

LEICESTER ROAD

(PRIVATE)

4360

0m

4350

0m

4340

0m

4330

0m

4320

0m

4310

0m

4300

0m

4290

0m

4280

0m

4270

0m

4260

0m

4250

0m

4240

0m

4230

0m

4220

0m

4210

0m

4200

0m

4190

0m

4180

0m

4170

0m

4160

0m

4150

0m

4140

0m

4130

0m

4120

0m

4370

0m

4380

0m

4390

0m

4400

0m

4410

0m

4420

0m

4430

0m

4440

0m

4450

0m

4460

0m

4470

0m

4480

0m

4490

0m

4500

0m

4510

0m

4520

0m

DATUM=67.00m

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

SUPERELEVATION


DESIGNLEVELS

EXISTINGLEVELS

CHAINAGE

4160

0

4170

0

4180

0

4190

0

4200

0

4210

0

4220

0

4230

0

4240

0

4250

0

4260

0

4270

0

4280

0

4290

0

4300

0

4310

0

4320

0

4330

0

4340

0

4350

0

4360

0

4370

0

4380

0

4390

0

4400

0

4410

0

4420

0

4430

0

4440

0

4450

0

4460

0


IP CH

4167

5.91

IP CH

4352

6.13

RL 12

0.53m

RL 97

.42m PT

CH

4173

5.91

PT C

H 43

429.8

8

RL 11

8.53m

RL 99

.15m 2.00%

-1.25%4.00%

K=-160.00 L=520.004193

5.91

DCL

R=1800.00 L=520.10

CL

R=-3700.00 L=942.73

4164

0.54

4168

0.54

4220

0.64

4224

0.64

LHS=3.0%

LHS=3.0%

LHS=3.0%

17.02

-24.16

-36.50

-23.96

5.17

34.07

44.93

7.07

-12.45

2.35

23.95

-8.02

2.91

30.68

21.93

3.51

-9.58

-20.36

-5.62

3.90

5.73

-17.49

1.36

10.84

6.76

0.89

-0.08

-0.16

7.04

30.52

117.9

5

118.4

9

118.4

0

117.6

9

116.4

8

115.2

3

113.9

8

112.7

3

111.4

8

110.2

3

108.9

8

107.7

3

106.4

8

105.2

3

103.9

8

102.7

3

101.4

8

100.2

3

99.22

99.50

101.2

2

104.3

7

108.3

6

112.3

6

116.3

6

120.3

6

124.3

6

128.3

6

132.2

5

135.4

3

137.8

1

134.9

7

94.34

81.90

93.72

121.6

5

149.3

0

158.9

1

119.8

1

99.03

112.5

9

132.9

3

99.71

109.3

9

135.9

1

125.9

1

106.2

4

91.90

79.87

93.60

103.4

1

106.9

5

86.88

109.7

2

123.2

0

123.1

2

121.2

5

124.2

7

128.1

9

133.3

7

142.4

6

168.3

2

1.12

K=70.00 L=367.50P=4.00% L=637.54

K=-125.00

L=1250.00 4334

2.38

4370

9.88

4434

7.41

D=848.86CL

R=1800.00

L=146.80

CLCL

R=-1300.00 L=447.68

4318

3.37

4403

2.23

4407

2.23

4421

9.03

4425

9.03

4430

4.03

LHS=3.0%

LHS=3.0%LHS=2.0%

P=-1.25% L=1406.47

3 OF 9


R-133 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

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Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =



F&GF&G

F&GF&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

N

SHEE

T 3

SHEE

T 5SH1

SH1

RIVE

R RO

AD(P

RIVA

TE)

DIBB

LE R

OAD

(PRI

VATE

)

HOTEO ROAD(PRIVATE)

LEICESTER ROAD

(PRIVATE)

RESERVE ROAD(PRIVATE)

HOTEO RIVER

4220

0m

4210

0m

4200

0m

4190

0m

4180

0m

4170

0m

4160

0m

4150

0m

4140

0m

4130

0m

4120

0m

4110

0m

4100

0m

4090

0m

4080

0m

4070

0m

4060

0m

4050

0m

4040

0m

4030

0m

4020

0m

4010

0m

4000

0m

3990

0m

3980

0m

3970

0m

3960

0m

3950

0m

3940

0m

3930

0m

3920

0m

3910

0m

3900

0m

3890

0m

3880

0m

3870

0m

3860

0m

3850

0m

3840

0m

3830

0m

3820

0m

3810

0m

3800

0m

DATUM=40.00m

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

SUPERELEVATION


DESIGNLEVELS

EXISTINGLEVELS

CHAINAGE

3860

0

3870

0

3880

0

3890

0

3900

0

3910

0

3920

0

3930

0

3940

0

3950

0

3960

0

3970

0

3980

0

3990

0

4000

0

4010

0

4020

0

4030

0

4040

0

4050

0

4060

0

4070

0

4080

0

4090

0

4100

0

4110

0

4120

0

4130

0

4140

0

4150

0

4160

0


IP CH

3883

8.36

IP CH

3976

6.28

RL 45

.22m

RL 82

.34m

1.10%

4.00%

2.00%

RIVE

R RO

ADBR

IDGE

10

FUEL

S AN

D GA

SPI

PELIN

ES

P=1.10%

L=795.65

K=55.00

L=159.50

P=4.00% L=648.17

K=-200.00 L=400.00

P=2.00% L=1449.63

K=-160.00

L=520.00 3875

8.61

3891

8.11

3956

6.28

3996

6.28

4141

5.91

D=1702.28CL

R=-2400.00 L=1584.99

CLD=973.75

3900

1.79

3904

1.79

4062

6.79

4066

6.79

LHS=3.0%

58.60

58.88

51.12

54.47

72.12

98.13

92.74

93.94

55.39

82.62

103.7

8

81.28

67.17

105.1

6

141.5

6

102.8

2

77.33

90.48

110.4

5

121.8

3

118.7

0

131.5

6

103.4

0

82.87

66.51

114.2

2

124.8

9

112.0

0

136.3

0

139.8

7

134.9

7

16.00

15.18

6.17

6.76

20.43

42.44

33.05

30.25

-12.30

10.93

28.12

2.03

-15.15

20.25

54.55

13.80

-13.69

-2.54

15.44

24.81

19.68

30.55

0.39

-22.14

-40.50

5.21

13.88

-1.01

21.29

23.07

17.02

42.60

43.70

44.96

47.72

51.69

55.69

59.69

63.69

67.69

71.69

75.66

79.24

82.32

84.90

87.01

89.01

91.01

93.01

95.01

97.01

99.01

101.0

1

103.0

1

105.0

1

107.0

1

109.0

1

111.0

1

113.0

1

115.0

1

116.7

9

117.9

5

4 OF 9


R-134 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 09

BRIDGE 10


FUELS AND GASPIPELINES


BRIDGE 09DIBBLE ROAD(FOREST ACCESS)

F&G

F&G

F&G

F&GF&G

F&G

F&G

F&GF&G

F&G

F&GF&G

F&G F&GF&G

F&G

WAYBY VALLEY ROAD

SHEE

T 4

N

HOTEO RIVER

SHEE

T 6

SH1

SH1

RIVE

R RO

AD

(PRI

VATE

)

HOTEO ROAD

(PRIVATE)

HOTEO RIVE

R

3930

0m

3920

0m

3910

0m

3900

0m

3890

0m

3880

0m

3870

0m

3860

0m

3850

0m

3840

0m

3830

0m

3820

0m

3810

0m

3800

0m

3790

0m

3780

0m

3770

0m

3760

0m

3750

0m

3740

0m

3730

0m

3720

0m

3710

0m

3700

0m

3690

0m

3680

0m

3670

0m

3660

0m

3650

0m

3640

0m

3630

0m

3620

0m

3610

0m

3600

0m

3590

0m

3580

0m

3570

0m

3560

0m

3550

0m

3540

0m

RL 39

.33m

IP CH

3578

6.55

RL 33

.95m

IP CH

3655

4.35

RL 41

.79m

IP CH

3701

5.59

RL 32

.78m

IP CH

3747

2.96

RL 34

.93m

IP CH

3790

2.96

RL 37

.99m

PT C

H 35

921.6

5

RL 34

.34m

PT C

H 36

521.8

9

RL 38

.29m

PT C

H 36

987.3

0

RL 33

.08m

PT C

H 37

517.0

4

2.39%-0.70%1.70%-1.97%0.50%

1.10%

BRID

GE 12

HOTE

O RI

VER

SH1

DATUM=18.00m

VERTICALSCHEMATIC

K=-160.00 L=494.21P=-0.70% L=442.74

K=65.00

L=155.91

K=-209.00 L=766.58

K=60.00

L=148.16

P=0.50% L=295.92K=200.00

L=120.00

P=1.10% L=1313.84

3603

3.65

3647

6.39

3663

2.30

3739

8.88

3754

7.04

3784

2.96

3796

2.96

HORIZONTALSCHEMATIC

D=1105.97CL

R=-1100.00 L=595.06

CLD=1558.72

3660

4.45

3665

4.45

3724

9.51

3729

9.51

SUPERELEVATIONLHS=3.0%LHS=4.0%LHS=3.0%


DESIGNLEVELS

EXISTINGLEVELS 36

.88

36.78

39.28

35.90

46.82

42.91

33.20

51.81

43.32

32.73

28.18

28.52

29.35

28.35

30.57

27.50

27.59

27.13

26.33

26.23

24.18

38.26

53.30

40.73

26.85

26.27

28.47

26.82

29.58

39.65

58.60

CHAINAGE

3560

0

3570

0

3580

0

3590

0

3600

0

3610

0

3620

0

3630

0

3640

0

3650

0

3660

0

3670

0

3680

0

3690

0

3700

0

3710

0

3720

0

3730

0

3740

0

3750

0

3760

0

3770

0

3780

0

3790

0

3800

0

3810

0

3820

0

3830

0

3840

0

3850

0

3860

0


BRID

GE 11

2.12

0.33

1.75

-2.08

9.02

5.78

-3.24

16.08

8.28

-1.64

-6.63

-7.80

-8.11

-9.76

-7.72

-10.49

-9.63

-8.82

-7.89

-6.87

-9.23

4.34

18.89

5.73

-9.15

-10.83

-9.73

-12.48

-10.82

-1.85

16.00

34.76

36.46

37.53

37.98

37.80

37.14

36.44

35.74

35.04

34.38

34.81

36.32

37.45

38.11

38.29

37.99

37.21

35.95

34.22

33.10

33.42

33.92

34.42

35.00

36.00

37.10

38.20

39.30

40.40

41.50

42.60

5 OF 9


R-135 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 11

BRIDGE 12



FINISHEDCENTRELINE LEVELNORTH FACING

ON/OFF RAMPSSOUTH FACINGON/OFF RAMPS

TO WARKWORTH TO WELLSFORD

WELLSFORDINTERCHANGE

F&GF&G

F&GF&G

F&GF&G F&G F&G F&G F&G

F&GF&G

F&GF&G

F&GF&G

F&GF&G

F&GF&G

F&GF&G

F&GF&G

F&GF&G

F&GF&G

F&G

WW

WW

WW

WW

W

W

W

N

SHEE

T 7

TO W

ELLS

FORD

SHEE

T 5

SPIN

DLER

ROA

D

RUSTYBROOK RD

WHANGARIPO VALLEY ROAD

WAYBY VALLEY RD

RUSTYBROOK RD

BORR

OWS ROAD

3610

0m

3600

0m

3590

0m

3580

0m

3570

0m

3560

0m

3550

0m

3540

0m

3530

0m

3520

0m

3510

0m

3500

0m

3490

0m

3480

0m

3470

0m

3460

0m

3450

0m

3440

0m

3430

0m

3420

0m

3410

0m

3400

0m

3390

0m

3380

0m

3370

0m

3360

0m

3350

0m

3340

0m

3330

0m

3320

0m

3310

0m

3300

0m

3290

0m

3280

0m

3270

0m

3260

0m

3250

0m

3240

0m

3230

0m

3220

0m

3210

0m

RL 53

.48m

IP CH

3329

4.58

RL 36

.13m

IP CH

3398

8.45

RL 34

.74m

IP CH

3445

1.96

RL 46

.13m

IP CH

3490

5.10

RL 30

.05m

IP CH

3539

8.21

RL 35

.02m

PT C

H 34

372.3

0

RL 41

.14m

PT C

H 34

859.5

3

RL 32

.00m

PT C

H 35

420.0

0 -1.50%

-2.50%

-0.30%2.51%-3.26%

2.39%

BRID

GE 14

WHA

NGAR

IPO

VALL

EY R

OAD

BRID

GE 13

RUST

YBRO

OK R

OAD

DATUM=24.00m

VERTICALSCHEMATIC

P=-1.50% L=974.58

K=-160.00

L=160.00

K=50.00 L=282.46

K

3321

4.58

3525

6.98

3553

9.44

HORIZONTALSCHEMATIC

D=2329.76CL

R=1800.00 L=859.07

CLCL

R=-1800.00 L=277.94

CLD

3420

1.47

3424

1.47

3510

0.54

3514

0.54

3518

0.54

3545

8.48

3549

8.48

SUPERELEVATIONLHS=3.0%

LHS=3.0%

LHS=3.0%


DESIGNLEVELS

EXISTINGLEVELS 53

.27

55.56

64.00

68.12

73.05

82.11

77.17

59.40

50.55

46.24

45.51

53.27

43.61

35.89

31.81

31.00

30.47

30.44

31.69

30.15

34.78

47.09

44.53

53.70

39.84

37.14

28.40

27.79

26.92

31.59

36.88

CHAINAGE

3260

0

3270

0

3280

0

3290

0

3300

0

3310

0

3320

0

3330

0

3340

0

3350

0

3360

0

3370

0

3380

0

3390

0

3400

0

3410

0

3420

0

3430

0

3440

0

3450

0

3460

0

3470

0

3480

0

3490

0

3500

0

3510

0

3520

0

3530

0

3540

0

3550

0

3560

0


-10.63

-6.84

3.10

8.72

15.15

25.71

22.27

6.23

-0.29

-2.11

-0.34

9.93

2.76

-2.47

-4.73

-4.80

-5.03

-4.76

-3.38

-6.00

-3.59

7.00

3.54

12.63

-0.49

-1.63

-7.98

-5.65

-5.12

-1.05

2.12

63.90

62.40

60.90

59.40

57.90

56.40

54.90

53.17

50.85

48.35

45.85

43.35

40.85

38.35

36.54

35.80

35.50

35.20

35.07

36.15

38.37

40.09

40.99

41.07

40.33

38.76

36.38

33.44

32.04

32.64

34.76

P=-2.50% L=512.66

K=92.00

L=202.40

P=-0.30% L=261.05

K=72.00

L=202.51

K=-121.91 L=703.77 3337

4.58

3388

7.25

3408

9.65

3435

0.70

3455

3.21

WATE

RMAIN

6 OF 9


R-136 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 13

BRIDGE 14



WATERMAIN


F&G F&G F&G F&G F&G F&G F&G F&G F&G F&G F&G F&GF&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

SHEE

T 6

N

SHEE

T 8

WHANGARIPO VALLEY ROAD

WOR

THIN

GTON

ROA

D

FARM

ERS L

IME R

OAD

BORROWS ROAD

3320

0m

3310

0m

3300

0m

3290

0m

3280

0m

3270

0m

3260

0m

3250

0m

3240

0m

3230

0m

3220

0m

3210

0m

3200

0m

3190

0m

3180

0m

3170

0m

3160

0m

3150

0m

3140

0m

3130

0m

3120

0m

3110

0m

3100

0m

3090

0m

3080

0m

3070

0m

3060

0m

3050

0m

3040

0m

3030

0m

3020

0m

3010

0m

3000

0m

2990

0m

2980

0m

2970

0m

2960

0m

2950

0m

2940

0m

2930

0m 2920

0m

RL 81

.61m

IP CH

3027

8.95

RL 73

.05m

IP CH

3199

0.00

RL 80

.24m

PT C

H 30

522.7

0

4.25%

-0.50%

-1.50%

BRID

GE 16

FUEL

S AN

D GA

SPI

PELIN

ES

BRID

GE 15

FARM

ERS

LIME

ROAD

DATUM=43.00m

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

R=3700.00 L=2081.11R=-3700.00 L=852.20

D=2329.76

3101

9.51

3187

1.71



DESIGNLEVELS

EXISTINGLEVELS 45

.27

55.05

63.73

78.91

75.88

74.40

87.83

80.48

85.78

85.91

89.34

87.34

85.08

78.42

71.49

73.01

81.47

82.04

90.34

101.2

6

84.31

96.29

86.65

79.00

80.87

83.42

72.38

74.49

67.36

48.00

53.27

CHAINAGE

2960

0

2970

0

2980

0

2990

0

3000

0

3010

0

3020

0

3030

0

3040

0

3050

0

3060

0

3070

0

3080

0

3090

0

3100

0

3110

0

3120

0

3130

0

3140

0

3150

0

3160

0

3170

0

3180

0

3190

0

3200

0

3210

0

3220

0

3230

0

3240

0

3250

0

3260

0


P=4.25% L=654.10

K=-130.00 L=617.50P=-0.50% L=1284.80

K=-235.00

P=-1.50% L=1107.08 2997

0.20

3058

7.70

3187

2.50

3210

7.50

-7.48

-1.95

2.48

13.41

6.17

1.04

11.62

2.16

6.13

5.70

9.34

7.84

6.08

-0.08

-6.51

-4.49

4.47

5.54

14.34

25.76

9.31

21.79

12.65

5.51

8.22

12.03

2.48

6.09

0.46

-17.40

-10.63

52.75

57.00

61.25

65.50

69.72

73.35

76.22

78.32

79.64

80.20

80.00

79.50

79.00

78.50

78.00

77.50

77.00

76.50

76.00

75.50

75.00

74.50

74.00

73.48

72.65

71.40

69.90

68.40

66.90

65.40

63.90

7 OF 9


R-137 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 16BRIDGE 15




HV

F&G

F&G F&GF&G

F&GF&G

F&GF&G

F&G

F&G F&G F&G F&G F&G F&G F&GF&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

N

SHEE

T 9

MANG

AWHA

I ROA

D

HV

SHEE

T 7

SILV

ER H

ILL R

OAD

3010

0m

3000

0m

2990

0m

2980

0m

2970

0m

2960

0m

2950

0m

2940

0m

2930

0m

2920

0m

2910

0m

2900

0m

2890

0m

2880

0m

2870

0m

2860

0m

2850

0m

2840

0m

2830

0m

2820

0m

2810

0m

2800

0m

2790

0m

2780

0m

2770

0m 2760

0m 2750

0m 2740

0m 2730

0m 2720

0m 2710

0m 2700

0m 2690

0m 2680

0m 2670

0m 2660

0m 2650

0m 2640

0m 2630

0m 2620

0m 2610

0m 2600

0m

RL 64

.05m

IP CH

2726

7.28

RL 30

.28m

PT C

H 28

067.5

0

RL 35

.90m

IP CH

2920

3.59

RL 58

.55m

PT C

H 27

102.2

8

RL 29

.66m

PT C

H 27

955.0

0

2.00%-5.00%

-0.50%

4.25%

BRID

GE 18

FUEL

S AN

D GA

SPI

PELIN

ES

BRID

GE 17

SILV

ER H

ILL R

OAD

DATUM=17.00m

VERTICALSCHEMATIC

HORIZONTALSCHEMATIC

D=2238.70CL

R=2406.00 L=1255.34

CLD=402.22

R=3700.00 L=2081.11

2660

0.00

2720

0.84

2724

0.84

2849

6.19

2853

6.19

2893

8.40


LHS=3.0%

LHS=3.0%


DESIGNLEVELS

EXISTINGLEVELS 43

.08

51.94

73.31

90.48

75.04

50.18

57.04

55.85

53.66

45.56

31.47

20.38

25.83

21.79

27.88

39.64

35.72

27.60

30.71

32.41

34.67

33.48

31.60

31.66

33.01

27.59

31.73

35.83

36.86

37.13

45.27

CHAINAGE

2660

0

2670

0

2680

0

2690

0

2700

0

2710

0

2720

0

2730

0

2740

0

2750

0

2760

0

2770

0

2780

0

2790

0

2800

0

2810

0

2820

0

2830

0

2840

0

2850

0

2860

0

2870

0

2880

0

2890

0

2900

0

2910

0

2920

0

2930

0

2940

0

2950

0

2960

0


-7.62

-0.76

18.61

33.79

16.97

-8.36

-1.07

-0.92

-0.86

-5.79

-15.81

-22.03

-11.58

-11.30

-2.86

9.26

4.84

-3.79

-1.17

0.03

1.78

0.09

-2.29

-2.72

-1.87

-7.80

-5.14

-4.19

-7.39

-11.37

-7.48

50.70

52.70

54.70

56.69

58.07

58.55

58.11

56.77

54.52

51.36

47.29

42.41

37.41

33.09

30.74

30.38

30.88

31.38

31.88

32.38

32.88

33.38

33.88

34.38

34.88

35.39

36.87

40.02

44.25

48.50

52.75

P=2.00% L=1243.68

K=-110.00 L=770.00P=-5.00%

L=165.22K=50.00 L=275.00K=60.00

L=225.00

P=4.25% L=654.10

2660

0.00

2688

2.28

2765

2.28

2781

7.50

2809

2.50

2909

1.09

2931

6.09

8 OF 9


R-138 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

BRIDGE 17

BRIDGE 18



F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

F&G

SHEE

T 8

N TO TE HANA

MANGAWHAI ROAD

SH1

MANGAWHAI ROAD

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

HV

MAENEENE ROAD

WAIMAN

U ROAD

2480

0m

2730

0m

2720

0m

2710

0m

2700

0m

2690

0m

2680

0m

2670

0m

2660

0m

2650

0m

2640

0m

2630

0m

2620

0m

2610

0m

2600

0m

2590

0m

2580

0m

2570

0m

2560

0m

2550

0m

2540

0m

2530

0m

2520

0m

2510

0m

2500

0m

2490

0m

2470

0m 2460

0m 2450

0m

2440

0m

24300

m

24200

m 24100

m 2400

0m 2390

0m

2380

0m

RL 25

.55m

IP CH

2361

3.52

RL 16

.21m

IP CH

2405

4.27

RL 23

.49m

IP CH

2478

2.98

RL 28

.97m

IP CH

2551

3.60

RL 16

.74m

PT C

H 24

082.3

1

-2.12%1.00%0.75%

2.00%

BRID

GE 20

MAEN

EENE

ROA

D

BRID

GE 19

DATUM=-1.00m

VERTICALSCHEMATIC

P=-2.12% L=362.72

K=50.00

L=156.06

P=1.00% L=588.17

K

P=0.75% L=543.12K=200.00

L=250.00

P=2.00% L=1243.68

2361

3.52

2397

6.24

2413

2.31

2472

0.48

2484

5.48

2538

8.60

2563

8.60

2660

0.00

HORIZONTALSCHEMATIC

D=192.98CLR=-550.00

L=188.83

CLD=190.78

R=760.00 L=574.03

CLD=2238.70

2361

3.52

2380

6.50

2387

2.50

2406

1.33

2412

7.33

2431

8.11

2489

2.15

2496

2.15

2660

0.00

SUPERELEVATIONLHS=3.0%LHS=6.0%

LHS=6.0%

LHS=3.0%

DES./EXIST.LEVEL DIFF. -0.

44

-0.10

0.35

-4.69

0.06

-0.22

-10.03

-2.33

-2.60

0.21

-1.12

-2.23

-2.37

-9.22

0.24

-0.12

-2.39

-8.22

-6.01

-2.59

-1.35

-8.16

-10.23

-14.76

-18.74

-12.71

-16.59

-13.38

-12.75

-7.62

DESIGNLEVELS 25

.55

23.72

21.60

19.48

17.41

16.77

17.66

18.66

19.66

20.66

21.66

22.66

23.60

24.37

25.12

25.87

26.62

27.37

28.12

29.18

30.74

32.70

34.70

36.70

38.70

40.70

42.70

44.70

46.70

48.70

50.70

EXISTINGLEVELS 25

.55

23.28

21.50

19.82

12.73

16.83

17.44

8.63

17.33

18.06

21.87

21.54

21.37

22.00

15.90

26.11

26.50

24.98

19.90

23.17

28.14

31.35

26.54

26.47

23.94

21.96

29.99

28.11

33.32

35.95

43.08

CHAINAGE

2361

4

2370

0

2380

0

2390

0

2400

0

2410

0

2420

0

2430

0

2440

0

2450

0

2460

0

2470

0

2480

0

2490

0

2500

0

2510

0

2520

0

2530

0

2540

0

2550

0

2560

0

2570

0

2580

0

2590

0

2600

0

2610

0

2620

0

2630

0

2640

0

2650

0

2660

0


9 OF 9


R-139 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


10050 200 250m150


20100 40 50m30

H =

V =

TRANSPOWER OVERHEADTRANSMISSION LINES

BRIDGE 20

BRIDGE 19

PROPOSED INTERMEDIATETRANSMISSION POLE



ON/OFF RAMPS

ON/OFF RAMPS

TE HANAINTERCHANGE

3.5m3.5m

TRAFFIC LANE3.5m3.5m

TRAFFIC LANE6.0m MEDIAN

(TYPICAL)3.5m

TRAFFIC LANE3.5m

TRAFFIC LANE

3% TYP

TL4 WIRE ROPEMEDIAN BARRIER

CONTROL LINE MCS0(SOUTHBOUND)

CONTROL LINE MCN0(NORTHBOUND)

3% TYP

1.0mSHOULDER

1.0mSHOULDER

3.0mSHOULDER

3.0mSHOULDER

SEALED MEDIAN

TL4 WIRE ROPE EDGEBARRIER (TYPICAL)

SEALED DESIGNSURFACE LEVEL


PAVEMENT LAYERS TYPICAL FOUR LANE CARRIAGEWAYSCALE 1:50

TYPICAL FOUR LANE CARRIAGEWAYWITH NORTHBOUND SLOW VEHICLE LANE

SCALE 1:50

3.5mTRAFFIC LANE1.6m

VARIES1.5m TO 6.0m MEDIAN

VARIES1.6m TO 3.5m

TRAFFIC LANE3.5m

TRAFFIC LANE

3% TYP




3% TYP

1.0mSHOULDER

1.0mSHOULDER

1.5mSHOULDER

SEALED MEDIAN

VARIES1.5m TO 3.0mSHOULDER

TYPICAL TWO LANE CARRIAGEWAYCH 23800 TO 25000

SCALE 1:50


SEALED DESIGNSURFACE LEVEL


PAVEMENT LAYERS

3.5mCRAWLER LANE

(SLOW VEHICLE LANE)3.5m

TRAFFIC LANE3.5m3.5m

TRAFFIC LANE6.0m MEDIAN

(TYPICAL)3.5m

TRAFFIC LANE3.5m

TRAFFIC LANE

3% TYP




3% TYP

1.0mSHOULDER

1.0mSHOULDER

3.0mSHOULDER

SEALED MEDIANSEALED DESIGNSURFACE LEVEL


PAVEMENT LAYERS

1.0mSHOULDER

0.5m


1 OF 2

TYPICAL CROSS SECTIONS

R-181 0AS SHOWN

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0


0.5 2.0 2.5m1.51.0

0 1 4 5m32


A1 =

A3 =


SOUTHBOUNDTRAFFIC LANESSHOULDER

13

2

1

VARI

ES

SHOULDERNORTHBOUND

TRAFFIC LANESMEDIAN

EXISTING SURFACE LEVEL

VARI

ES U

P TO

20.0m

DEP

ENDE

NTON

WEA

THER

ING

DEPT

HOF

PAK

IRI F

ORMA

TION

BUTTRESS FILL

TYPICAL CROSS SECTION IN PAKIRI FORMATIONSCALE - 1:100

1

VARIES3 OR 4

12


ENGINEERED FILL

SOUTHBOUNDTRAFFIC LANES MEDIAN

CONTROL LINE

14

TYPICAL CROSS SECTION IN NORTHLAND ALLOCHTHON (MUDSTONE/MELANGE)SCALE - 1:100


DESIGN SURFACE LEVEL



PAVEMENT LAYERS

PAVEMENT LAYERS

5.0m

5%

5.0m

(TYP

ICAL

)(B

ELOW

SOI

L/ROC

KTR

ANSI

TION

ZON

E)

15

1

VARIES3 OR 4

12

SHOULDER

SOUTHBOUNDTRAFFIC LANESSHOULDER

13

11

VARI

ES

SHOULDERNORTHBOUND

TRAFFIC LANESMEDIAN


LANDSCAPE / BUTTRESS FILL

TYPICAL CROSS SECTION IN NORTHLAND ALLOCHTHON - LIMESTONE FORMATIONSCALE - 1:100

1

VARIES3 OR 4

12


ENGINEERED FILL



PAVEMENT LAYERS

MIN.

2.0m

(MUS

T BE

BEL

OWSO

IL/RO

CKTR

ANSI

TION

ZON

E)

SHOULDERNORTHBOUND

TRAFFIC LANES

ENGINEERED FILL

BUTTRESS FILL

BUTTRESS FILL

2 OF 2

TYPICAL CROSS SECTIONS

R-182 0NTS

WAS IHFCW* FCW*

BN* JULY 2019





signed as Approved


Date


Title

Project

Designed

Approved

Drawn

Scale

Conditions of Use.







purpose.

DO NOT SCALE






Check

Drafting

Check

Design

Drawing No:

FOR RMA APPROVALS

PA4156 Sheet:

0 1 4 5m32


0 2 8 10m64


A1 =

A3 =

n waimanu rd maeneene rd sheet 9mangawhai rd sheet … · rl 39.14m ip ch 50291.44 rl 36.84m pt ch...

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