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WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes:...

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P C H LEGEND: EXISTING ROAD MARKING EXISTING EDGE OF SEAL PROPERTY BOUNDARY PROPOSED HERRINGBONE PAVING AREA EXISTING POWER POLE EXISTING SIGN EXISTING POWER BOX UPGRADE OF EXISTING OPEN DRAIN PROPOSED CONCRETE FOOTPATH (1.8m MAX.) EXISTING VEHICLE CROSSING PROPOSED PRAM CROSSING EXISTING POWER POLE WITH EXISTING RETAINING WALL EXISTING FENCE EXISTING TREE PROPOSED KERB AND CHANNEL TREES TO BE REMOVED EXISTING COMMUNICATION LID EXISTING MAIL BOX EXISTING CESSPIT EXISTING SW MANHOLE EXISTING WW MANHOLE EXISTING WW PIPE EXISTING OPEN DRAIN PROPOSED AC FOOTPATH (1.5m to 1.8m) EXISTING SW PIPE (CULVERT) EXISTING TELECOM DOME EXISTING TREE STUMP EXISTING FIRE HYDRANT EXISTING KERB AND CHANNEL PROPOSED NSAAT LINES EXISTING NSAAT LINES PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.) PROPOSED CESSPIT PROPOSED SW MANHOLE PROPOSED SW PIPE PROPOSED ROAD MARKING PROPOSED SIGNAGE PROPOSED WW MANHOLE PROPOSED TRAFFIC ISLAND STREET LIGHT 4 5 4 7 6 9 1 1 5 2 4 3 2 P C WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW WW TAUHINU ROAD TRAFFIC ROAD RAME ROAD RAHUI ROAD GREENHITHE ROAD A JOIN LINE A 0.00 40.00 80.00 100.00 120.00 20.00 EXISTING "GIVE WAY" SIGNS EXISTING "KEEP LEFT" SIGNS EXISTING STREET SIGN EXISTING "SCHOOL" SIGN EXISTING STREET SIGN STREET LIGHTING TO BE UPGRADED IN THIS AREA PEDESTRIAN REFUGE ISLAND WITH TACTILE PAVERS NOTES: 1. DO NOT SCALE THIS DRAWING. 2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE. 3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND ARE SUBJECT TO DETAILED DESIGN. 4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED DESIGN. 5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE. 6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON SITE. 7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO BE CONFIRMED. 8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS AND SURFACE TYPE). 9. AC - ASPHALTIC CONCRETE 10. NSAAT - NO STOPPING AT ALL TIMES N SHEET 1 OF 6 ORIGINAL SIZE 0 10 20 30 40 50 70 60 80 90 100 150 DO NOT SCALE - IF IN DOUBT, ASK 200mm Drawing No. Stamp Date Status Stamp Rev. A1 A1 Scales A3 Scales AUCKLAND TRANSPORT A FOR CONSULTATION 16/08/2019 Cad ref: P:\Auckland\NZL\01 Projects\397834 - TTEPS Panel\Rame Road - Detailed Design\03 Design\Working\CAD\Drawings\Consultation Plans\397834-MMD-DRW-CONSULTATION_PLANS.dwg 1:250 1:500 RAME ROAD IMPROVEMENTS 397834-MMD-DRW-TR-DR-SK-201
Transcript
Page 1: WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes: 1.do not scale this drawing. 2.all dimensions are in meters unless noted otherwise.

P

C

H

LEGEND:

EXISTING ROAD MARKING

EXISTING EDGE OF SEAL

PROPERTY BOUNDARY

PROPOSED HERRINGBONE PAVING AREA

EXISTING POWER POLE

EXISTING SIGN

EXISTING POWER BOX

UPGRADE OF EXISTING OPEN DRAIN

PROPOSED CONCRETE FOOTPATH (1.8m MAX.)

EXISTING VEHICLE CROSSING

PROPOSED PRAM CROSSING

EXISTING POWER POLE WITH

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING TREE

PROPOSED KERB AND CHANNEL

TREES TO BE REMOVED

EXISTING COMMUNICATION LID

EXISTING MAIL BOX

EXISTING CESSPIT

EXISTING SW MANHOLE

EXISTING WW MANHOLE

EXISTING WW PIPE

EXISTING OPEN DRAIN

PROPOSED AC FOOTPATH (1.5m to 1.8m)

EXISTING SW PIPE (CULVERT)

EXISTING TELECOM DOME

EXISTING TREE STUMP

EXISTING FIRE HYDRANT

EXISTING KERB AND CHANNEL

PROPOSED NSAAT LINES

EXISTING NSAAT LINES

PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.)

PROPOSED CESSPIT

PROPOSED SW MANHOLE

PROPOSED SW PIPE

PROPOSED ROAD MARKING

PROPOSED SIGNAGE

PROPOSED WW MANHOLE

PROPOSED TRAFFIC ISLAND

STREET LIGHT

4

5

4

7

6

9

1

1

5

2

4

3

2

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W

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W

W

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WW

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W

W

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W

W

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.

0

0

1

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0

.

0

0

12

0.0

0

20.00

EXISTING "GIVE WAY"

SIGNS

EXISTING "KEEP LEFT"

SIGNS

EXISTING STREET SIGN

EXISTING

"SCHOOL" SIGN

EXISTING

STREET SIGN

STREET LIGHTING TO

BE UPGRADED IN

THIS AREA

PEDESTRIAN REFUGE ISLAND

WITH TACTILE PAVERS

NOTES:

1. DO NOT SCALE THIS DRAWING.

2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE.

3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS

LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND

ARE SUBJECT TO DETAILED DESIGN.

4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED

DESIGN.

5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE.

6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON

SITE.

7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING

MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO

BE CONFIRMED.

8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A

LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS

AND SURFACE TYPE).

9. AC - ASPHALTIC CONCRETE

10. NSAAT - NO STOPPING AT ALL TIMES

N

SHEET 1 OF 6

ORIG

INAL

SIZ

E0

1020

3040

5070

6080

9010

015

0DO

NOT

SCA

LE -

IF IN

DOU

BT, A

SK20

0mm

Drawing No.

StampDate

StatusStamp

Rev.

A1

Xref .\Client_logo.dwg

A1Scales

A3Scales

AUCKLAND TRANSPORT

A

FOR CONSULTATION16/08/2019

Cad ref: P:\Auckland\NZL\01 Projects\397834 - TTEPS Panel\Rame Road - Detailed Design\03 Design\Working\CAD\Drawings\Consultation Plans\397834-MMD-DRW-CONSULTATION_PLANS.dwg

1:250 1:500

RAME ROAD IMPROVEMENTS

397834-MMD-DRW-TR-DR-SK-201

AutoCAD SHX Text
.
Page 2: WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes: 1.do not scale this drawing. 2.all dimensions are in meters unless noted otherwise.

1

3

2

7

6

9

8

11

15

17

19

21

23

10

12

14

16

4

18

20

22

H

P

C

RA

ME

RO

AD

A

L

M

O

N

D

G

R

O

V

E

A

JOIN

LINE

A

B

JOIN

LINE

B

1

0

0

.

0

0

12

0.0

0

140.00

160.00

180.00

200.00

220.00

240.00

280.00

EXISTING MEDIAN ISLAND

ST

RE

ET

LIG

HT

ING

TO

BE

UP

GR

AD

ED

IN

TH

IS A

RE

A

REMOVE EXISTING TREE

EXISTING WALKWAY

EXISTING WAYFINDING SIGN

P

C

H

LEGEND:

EXISTING ROAD MARKING

EXISTING EDGE OF SEAL

PROPERTY BOUNDARY

PROPOSED HERRINGBONE PAVING AREA

EXISTING POWER POLE

EXISTING SIGN

EXISTING POWER BOX

UPGRADE OF EXISTING OPEN DRAIN

PROPOSED CONCRETE FOOTPATH (1.8m MAX.)

EXISTING VEHICLE CROSSING

PROPOSED PRAM CROSSING

EXISTING POWER POLE WITH

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING TREE

PROPOSED KERB AND CHANNEL

TREES TO BE REMOVED

EXISTING COMMUNICATION LID

EXISTING MAIL BOX

EXISTING CESSPIT

EXISTING SW MANHOLE

EXISTING WW MANHOLE

EXISTING WW PIPE

EXISTING OPEN DRAIN

PROPOSED AC FOOTPATH (1.5m to 1.8m)

EXISTING SW PIPE (CULVERT)

EXISTING TELECOM DOME

EXISTING TREE STUMP

EXISTING FIRE HYDRANT

EXISTING KERB AND CHANNEL

PROPOSED NSAAT LINES

EXISTING NSAAT LINES

PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.)

PROPOSED CESSPIT

PROPOSED SW MANHOLE

PROPOSED SW PIPE

PROPOSED ROAD MARKING

PROPOSED SIGNAGE

PROPOSED WW MANHOLE

PROPOSED TRAFFIC ISLAND

STREET LIGHT

N

ORIG

INAL

SIZ

E0

1020

3040

5070

6080

9010

015

0DO

NOT

SCA

LE -

IF IN

DOU

BT, A

SK20

0mm

Drawing No.

StampDate

StatusStamp

Rev.

A1

Xref .\Client_logo.dwg

A1Scales

A3Scales

AUCKLAND TRANSPORT

A

FOR CONSULTATION16/08/2019

1:250 1:500

RAME ROAD IMPROVEMENTS

SHEET 2 OF 6

397834-MMD-DRW-TR-DR-SK-202

NOTES:

1. DO NOT SCALE THIS DRAWING.

2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE.

3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS

LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND

ARE SUBJECT TO DETAILED DESIGN.

4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED

DESIGN.

5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE.

6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON

SITE.

7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING

MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO

BE CONFIRMED.

8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A

LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS

AND SURFACE TYPE).

9. AC - ASPHALTIC CONCRETE

10. NSAAT - NO STOPPING AT ALL TIMES

AutoCAD SHX Text
.
Page 3: WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes: 1.do not scale this drawing. 2.all dimensions are in meters unless noted otherwise.

5

5

59

2

23

16

18

20

22

24

26

28

27

31

35

39

28A

30A

30

32

34A

34

36

63

P

C

C

A

L

M

O

N

D

G

R

O

V

E

RAME R

OAD

B

JOIN

LINE

B

C

JOIN

LINE

C

240.00

280.00

300.00

320.00

34

0.0

0

36

0.0

0

38

0.0

0

40

0.0

0

42

0.0

0

EXISTING MEDIAN ISLAND

EXISTING FOOTPATH TO BE RETAINED

(BETWEEN ALMOND GROVE AND WINDFALL GROVE)

ST

RE

ET

LIG

HT

ING

TO

BE

UP

GR

AD

ED

IN

TH

IS A

RE

A

EXISTING FOOTPATH TO BE RETAINED

(BETWEEN ALMOND GROVE AND WINDFALL GROVE)

EXISTING WALKWAY

EXISTING WAYFINDING SIGN

P

C

H

LEGEND:

EXISTING ROAD MARKING

EXISTING EDGE OF SEAL

PROPERTY BOUNDARY

PROPOSED HERRINGBONE PAVING AREA

EXISTING POWER POLE

EXISTING SIGN

EXISTING POWER BOX

UPGRADE OF EXISTING OPEN DRAIN

PROPOSED CONCRETE FOOTPATH (1.8m MAX.)

EXISTING VEHICLE CROSSING

PROPOSED PRAM CROSSING

EXISTING POWER POLE WITH

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING TREE

PROPOSED KERB AND CHANNEL

TREES TO BE REMOVED

EXISTING COMMUNICATION LID

EXISTING MAIL BOX

EXISTING CESSPIT

EXISTING SW MANHOLE

EXISTING WW MANHOLE

EXISTING WW PIPE

EXISTING OPEN DRAIN

PROPOSED AC FOOTPATH (1.5m to 1.8m)

EXISTING SW PIPE (CULVERT)

EXISTING TELECOM DOME

EXISTING TREE STUMP

EXISTING FIRE HYDRANT

EXISTING KERB AND CHANNEL

PROPOSED NSAAT LINES

EXISTING NSAAT LINES

PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.)

PROPOSED CESSPIT

PROPOSED SW MANHOLE

PROPOSED SW PIPE

PROPOSED ROAD MARKING

PROPOSED SIGNAGE

PROPOSED WW MANHOLE

PROPOSED TRAFFIC ISLAND

STREET LIGHT

N

ORIG

INAL

SIZ

E0

1020

3040

5070

6080

9010

015

0DO

NOT

SCA

LE -

IF IN

DOU

BT, A

SK20

0mm

Drawing No.

StampDate

StatusStamp

Rev.

A1

Xref .\Client_logo.dwg

A1Scales

A3Scales

AUCKLAND TRANSPORT

A

FOR CONSULTATION16/08/2019

1:250 1:500

RAME ROAD IMPROVEMENTS

SHEET 3 OF 6

397834-MMD-DRW-TR-DR-SK-203

NOTES:

1. DO NOT SCALE THIS DRAWING.

2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE.

3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS

LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND

ARE SUBJECT TO DETAILED DESIGN.

4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED

DESIGN.

5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE.

6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON

SITE.

7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING

MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO

BE CONFIRMED.

8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A

LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS

AND SURFACE TYPE).

9. AC - ASPHALTIC CONCRETE

10. NSAAT - NO STOPPING AT ALL TIMES

AutoCAD SHX Text
.
Page 4: WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes: 1.do not scale this drawing. 2.all dimensions are in meters unless noted otherwise.

5

5

59

36

4

5

39

28A

30A

30

32

34A

34

36

38

40

42

48 50

6365

67

69

71

H

P

C

C

H

WIN

DF

ALL G

RO

VE

RAME ROAD

CJO

INLINE

C

DJO

INLINE

D

38

0.0

0

40

0.0

0

42

0.0

0

44

0.0

0

46

0.0

0

48

0.0

0

5

4

0

.0

0

5

6

0

.

0

0

50

0.0

0

PEDESTRIAN REFUGE ISLAND

WITH TACTILE PAVERS

PROPOSED "KEEP LEFT"

SIGNS

EXISTING STREET SIGN

EXISTING FOOTPATH

TO BE RETAINED

(BETWEEN PROPOSED

PRAM CROSSING AND

#73 RAME ROAD)

EXISTING FOOTPATH TO BE RETAINED

(BETWEEN ALMOND GROVE AND WINDFALL GROVE)

STREET LIGHTING TO BE

UPGRADED IN THIS AREA

REMOVE EXISTING TREE

EXISTING WATER VALVE

P

C

H

LEGEND:

EXISTING ROAD MARKING

EXISTING EDGE OF SEAL

PROPERTY BOUNDARY

PROPOSED HERRINGBONE PAVING AREA

EXISTING POWER POLE

EXISTING SIGN

EXISTING POWER BOX

UPGRADE OF EXISTING OPEN DRAIN

PROPOSED CONCRETE FOOTPATH (1.8m MAX.)

EXISTING VEHICLE CROSSING

PROPOSED PRAM CROSSING

EXISTING POWER POLE WITH

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING TREE

PROPOSED KERB AND CHANNEL

TREES TO BE REMOVED

EXISTING COMMUNICATION LID

EXISTING MAIL BOX

EXISTING CESSPIT

EXISTING SW MANHOLE

EXISTING WW MANHOLE

EXISTING WW PIPE

EXISTING OPEN DRAIN

PROPOSED AC FOOTPATH (1.5m to 1.8m)

EXISTING SW PIPE (CULVERT)

EXISTING TELECOM DOME

EXISTING TREE STUMP

EXISTING FIRE HYDRANT

EXISTING KERB AND CHANNEL

PROPOSED NSAAT LINES

EXISTING NSAAT LINES

PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.)

PROPOSED CESSPIT

PROPOSED SW MANHOLE

PROPOSED SW PIPE

PROPOSED ROAD MARKING

PROPOSED SIGNAGE

PROPOSED WW MANHOLE

PROPOSED TRAFFIC ISLAND

STREET LIGHT

N

ORIG

INAL

SIZ

E0

1020

3040

5070

6080

9010

015

0DO

NOT

SCA

LE -

IF IN

DOU

BT, A

SK20

0mm

Drawing No.

StampDate

StatusStamp

Rev.

A1

Xref .\Client_logo.dwg

A1Scales

A3Scales

AUCKLAND TRANSPORT

A

FOR CONSULTATION16/08/2019

1:250 1:500

RAME ROAD IMPROVEMENTS

SHEET 4 OF 6

397834-MMD-DRW-TR-DR-SK-204

NOTES:

1. DO NOT SCALE THIS DRAWING.

2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE.

3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS

LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND

ARE SUBJECT TO DETAILED DESIGN.

4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED

DESIGN.

5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE.

6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON

SITE.

7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING

MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO

BE CONFIRMED.

8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A

LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS

AND SURFACE TYPE).

9. AC - ASPHALTIC CONCRETE

10. NSAAT - NO STOPPING AT ALL TIMES

AutoCAD SHX Text
.
Page 5: WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes: 1.do not scale this drawing. 2.all dimensions are in meters unless noted otherwise.

3

52

54

56

58

60-62

64

66

66A

68

70

69

71

73

75

77

79

81

83

85

85A

87

W

W

W

W

W

W

W

W

W

W

W

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W

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W

W

W

W

W

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W

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W

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W

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W

W

W

W

W

W

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W

W

W

W

W

W

W

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W

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W

W

W

W

W

W

W

H

C

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W

W

W

W

W

R

A

M

E

R

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A

T

A

U

P

L

A

C

E

D

JOIN

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4

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6

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0

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5

8

0

.

0

0

6

6

0

.0

0

6

8

0

.0

0

7

0

0

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0

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4

0

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0

6

0

0

.

0

0

6

2

0

.

0

0

6

4

0

.

0

0

PROPOSED FOOTPATH ENDS

PROPOSED FOOTPATH

(PROVISIONAL SUBJECT TO

DETAILING)

PROPOSED TIMBER BOARD-WALK

PROPOSED STORMWATER

CATCHPIT-MANHOLE

EXISTING FOOTPATH

TO BE RETAINED

(BETWEEN PROPOSED

PRAM CROSSING AND

#73 RAME ROAD)

EXISTING NSAAT

ROAD MARKING

RELOCATE EXISTING STREET SIGN

PROPOSED AC FINISHED FOOTPATH

(UNDER EXISTING TREE DRIPLINES)

STREET LIGHTING

TO BE UPGRADED

IN THIS AREA

P

C

H

LEGEND:

EXISTING ROAD MARKING

EXISTING EDGE OF SEAL

PROPERTY BOUNDARY

PROPOSED HERRINGBONE PAVING AREA

EXISTING POWER POLE

EXISTING SIGN

EXISTING POWER BOX

UPGRADE OF EXISTING OPEN DRAIN

PROPOSED CONCRETE FOOTPATH (1.8m MAX.)

EXISTING VEHICLE CROSSING

PROPOSED PRAM CROSSING

EXISTING POWER POLE WITH

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING TREE

PROPOSED KERB AND CHANNEL

TREES TO BE REMOVED

EXISTING COMMUNICATION LID

EXISTING MAIL BOX

EXISTING CESSPIT

EXISTING SW MANHOLE

EXISTING WW MANHOLE

EXISTING WW PIPE

EXISTING OPEN DRAIN

PROPOSED AC FOOTPATH (1.5m to 1.8m)

EXISTING SW PIPE (CULVERT)

EXISTING TELECOM DOME

EXISTING TREE STUMP

EXISTING FIRE HYDRANT

EXISTING KERB AND CHANNEL

PROPOSED NSAAT LINES

EXISTING NSAAT LINES

PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.)

PROPOSED CESSPIT

PROPOSED SW MANHOLE

PROPOSED SW PIPE

PROPOSED ROAD MARKING

PROPOSED SIGNAGE

PROPOSED WW MANHOLE

PROPOSED TRAFFIC ISLAND

STREET LIGHT

N

ORIG

INAL

SIZ

E0

1020

3040

5070

6080

9010

015

0DO

NOT

SCA

LE -

IF IN

DOU

BT, A

SK20

0mm

Drawing No.

StampDate

StatusStamp

Rev.

A1

Xref .\Client_logo.dwg

A1Scales

A3Scales

AUCKLAND TRANSPORT

A

FOR CONSULTATION16/08/2019

1:250 1:500

RAME ROAD IMPROVEMENTS

SHEET 5 OF 6

397834-MMD-DRW-TR-DR-SK-205

NOTES:

1. DO NOT SCALE THIS DRAWING.

2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE.

3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS

LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND

ARE SUBJECT TO DETAILED DESIGN.

4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED

DESIGN.

5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE.

6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON

SITE.

7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING

MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO

BE CONFIRMED.

8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A

LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS

AND SURFACE TYPE).

9. AC - ASPHALTIC CONCRETE

10. NSAAT - NO STOPPING AT ALL TIMES

AutoCAD SHX Text
.
Page 6: WW N TRAFFIC ROAD TAUHINU ROAD WW RAHUI ROAD - at.govt.nz · 397834-mmd-drw-tr-dr-sk-202. notes: 1.do not scale this drawing. 2.all dimensions are in meters unless noted otherwise.

9

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68

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80-84

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PROPOSED FOOTPATH ENDS

EXISTING STORMWATER MANHOLE

TO BE UPGRADED

PROPOSED/EXISTING FOOTPATH

TO A WIDTH OF 1.5m TO 1.8m

(SUBJECT TO CONSTRAINTS)

EXISTING NSAAT

ROAD MARKING

PROPOSED RETAINING STRUCTURES

FOR FOOTPATH

STREET LIGHTING

TO BE UPGRADED

IN THIS AREA

PROPOSED CESSPIT

INDICATIVE LOCATION OF

EXISTING KERB AND CHANNEL

EXISTING BOAT YARD

P

C

H

LEGEND:

EXISTING ROAD MARKING

EXISTING EDGE OF SEAL

PROPERTY BOUNDARY

PROPOSED HERRINGBONE PAVING AREA

EXISTING POWER POLE

EXISTING SIGN

EXISTING POWER BOX

UPGRADE OF EXISTING OPEN DRAIN

PROPOSED CONCRETE FOOTPATH (1.8m MAX.)

EXISTING VEHICLE CROSSING

PROPOSED PRAM CROSSING

EXISTING POWER POLE WITH

EXISTING RETAINING WALL

EXISTING FENCE

EXISTING TREE

PROPOSED KERB AND CHANNEL

TREES TO BE REMOVED

EXISTING COMMUNICATION LID

EXISTING MAIL BOX

EXISTING CESSPIT

EXISTING SW MANHOLE

EXISTING WW MANHOLE

EXISTING WW PIPE

EXISTING OPEN DRAIN

PROPOSED AC FOOTPATH (1.5m to 1.8m)

EXISTING SW PIPE (CULVERT)

EXISTING TELECOM DOME

EXISTING TREE STUMP

EXISTING FIRE HYDRANT

EXISTING KERB AND CHANNEL

PROPOSED NSAAT LINES

EXISTING NSAAT LINES

PROPOSED CONCRETE FOOTPATH TO BE CONFIRMED (1.8m MAX.)

PROPOSED CESSPIT

PROPOSED SW MANHOLE

PROPOSED SW PIPE

PROPOSED ROAD MARKING

PROPOSED SIGNAGE

PROPOSED WW MANHOLE

PROPOSED TRAFFIC ISLAND

STREET LIGHT

N

ORIG

INAL

SIZ

E0

1020

3040

5070

6080

9010

015

0DO

NOT

SCA

LE -

IF IN

DOU

BT, A

SK20

0mm

Drawing No.

StampDate

StatusStamp

Rev.

A1

Xref .\Client_logo.dwg

A1Scales

A3Scales

AUCKLAND TRANSPORT

A

FOR CONSULTATION16/08/2019

1:250 1:500

RAME ROAD IMPROVEMENTS

SHEET 6 OF 6

397834-MMD-DRW-TR-DR-SK-206

NOTES:

1. DO NOT SCALE THIS DRAWING.

2. ALL DIMENSIONS ARE IN METERS UNLESS NOTED OTHERWISE.

3. FOOTPATHS, BUILD-OUTS AND PEDESTRIAN REFUGE ISLANDS

LOCATION AND CONFIGURATION ARE INDICATIVE ONLY AND

ARE SUBJECT TO DETAILED DESIGN.

4. LINE MARKING AND SIGNAGE TO BE CONFIRMED AT DETAILED

DESIGN.

5. PIPE SIZES AND MATERIALS SHOWN ARE FROM G.I.S SOURCE.

6. TREE REMOVALS ARE BASED ON ARBORIST COMMENTS ON

SITE.

7. UNLESS SHOWN OTHERWISE, UPGRADE OF EXISTING

MANHOLES, OPEN DRAINS, CULVERTS AND RETICULATION TO

BE CONFIRMED.

8. VEHICLE CROSSING RECONSTRUCTION TO BE ASSESSED AT A

LATER DESIGN STAGE (DEPENDENT ON EXISTING CONDITIONS

AND SURFACE TYPE).

9. AC - ASPHALTIC CONCRETE

10. NSAAT - NO STOPPING AT ALL TIMES

AutoCAD SHX Text
.

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