VEHICLE CROSSING FOOTPATH NEXT TO KERB

Drawing No.

Date:

Scales

ORIG

INAL

SIZ

EA4

DO N

OT S

CALE

Project:Drawn

Checked

Approved

Authorised

GD019A

-N.T.S.Richard Batty

Ulysses Gabriel

Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS

GD01

9A

Commercial Vehicle Crossing (Sheet 1 of 4)Chief Engineer

VEHICLE CROSSING WITH FOOTPATH <1.8m

VEHICLE CROSSING FOOTPATH SEPARATED FROM KERB

150

300

20

210

100

40

A

A

Berm

1000

(900

min

)th

roug

h ro

ute

@ 2

- 3%

REAR WIDTHSEE NOTE 8

REAR WIDTH + 1400

900 FO

OTPA

TH18

00 m

in

900 900

CHANNEL

VARI

ES10

00 m

in

BOUNDARY

SAWCUT

VEHICLE CROSSING RAMP900 @ 15% max

REAR BERMVEHICLE CROSSING @2-3%

WIDTH VARIES

VEHICLE CROSSING RAMP @2-3%1000 (900 Min)

200

FOOTPATH CROSSFALL @2-3%WIDTH VARIES (1800 Min)

600

REINSTATE ROAD PAVEMENT1000 MIN

(REFER TO GD014 FOR REINSTATEMENT)

VEHICLE CROSSINGFOOTPATH NEXT TO KERB

N.T.S

ROAD PAVEMENT ≤ 3%

PROP

ERTY

BOUN

DARY

SECTION A-AN.T.S

3D VIEWN.T.S

CHANNEL

Drawing No.

Date:

Scales

ORIG

INAL

SIZ

EA4

DO N

OT S

CALE

Project:Drawn

Checked

Approved

Authorised

GD019A-1A

-N.T.S.Richard Batty

Ulysses Gabriel

Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS

GD01

9A-1

A

Commercial Vehicle Crossing (Sheet 2 of 4)

Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland

Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and may

contain upto 4% oxide 4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. All work must comply with the NZTA's 'CoPTTM' (code of practice for temporary traffic management).6. Construct in same material and finish as surrounding footpath.7. Width of vehicle crossing to be designed by using tracking curves for intended large heavy vehicles.

8. Rear Width as permitted under Auckland Unitary Plan;COMMERCIAL USE;

3700-4000 - Single vehicle crossing6000-7000 - Double vehicle crossing

RESIDENTIAL USE;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access

Chief Engineer

CENTRALLY PLACED 661 MESH

4-D12 BARS WITH 50mm COVER

R6 STIRRUPS @ 600mm CENTRESWITH 60mm COVER

20mm CHAMFER

TRANSITION

TO BE ABOVE KEB LEVEL

SAW CUT

SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)

100mm MIN COMPACTED GAP 40

200

REAR BERMVEHICLE CROSSING @2-3%WIDTH VARIES (1000 Min)

VEHICLE CROSSING RAMP @2-3%1800 (900 Min)VEHICLE CROSSING RAMP

900 @ 15% Max

FOOTPATH CROSSFALL @2-3%WIDTH VARIES (1800 Min)

600

REINSTATE ROAD PAVEMENT1000 MIN

(REFER TO GD014 FOR REINSTATEMENT)

Berm

Berm

B

B

FOOT

PATH

180

0(9

00m

in)@

2-3%

REAR WIDTHSEE NOTE 8

800

min

900 900REAR WIDTH + 1400

900

FOOT

PATH

1800

min

VARI

ES10

00 m

in

CHANNEL

SAWCUT

BOUNDARY

150

300

20

210

100

40

VEHICLE CROSSING-FOOTPATHSEPARATED FROM KERB

N.T.S

ROAD PAVEMENT ≤ 3%

PROP

ERTY

BOUN

DARY

SECTION B-BN.T.S

3D VIEWN.T.S

CHANNEL

Drawing No.

Date:

Scales

ORIG

INAL

SIZ

EA4

DO N

OT S

CALE

Project:Drawn

Checked

Approved

Authorised

GD019A-1B

-N.T.S.Richard Batty

Ulysses Gabriel

Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS

GD01

9A-1

B

Commercial Vehicle Crossing (Sheet 3 of 4)

Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland

Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and may

contain upto 4% oxide4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. All work must comply with the NZTA's 'CoPTTM' (code of practice for temporary traffic management).6. Construct in same material and finish as surrounding footpath.7. Width of vehicle crossing to be designed by using tracking curves for intended large heavy vehicles.

8. Rear Width as permitted under Auckland Unitary Plan;COMMERCIAL USE;

3700-4000 - Single vehicle crossing6000-7000 - Double vehicle crossing

RESIDENTIAL USE;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access

Chief Engineer

CENTRALLY PLACED 661 MESH

SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)

100mm MIN COMPACTED GAP 40

4-D12 BARS WITH 50mm COVER

R6 STIRRUPS @ 600mm CENTRESWITH 60mm COVER

20mm CHAMFER

TRANSITIONTO BE ABOVE KERB LEVEL SAW CUT

150

300

20

210

100

40

C

C

Berm

1000

mm

(900

min

)th

roug

h ro

ute

@ 2

- 3%

REAR WIDTHSEE NOTE 8

REAR WIDTH + 1400

90015

00

900 900

1800

CHANNEL

11001100

300

338

VARI

ES

BOUNDARY

SAWCUT

VEHICLE CROSSING RAMP1000 MIN

(REFER TO GD014 FOR REINSTATEMENT)VEHICLE CROSSING RAMP

900

REAR BERMVEHICLE CROSSING @2-3%

WIDTH VARIES

VEHICLE CROSSING RAMP @2-3%1000 (900 Min)

200

FOOTPATH CROSSFALL @2-3%WIDTH LESS THAN 1800

600

VEHICLE CROSSINGWITH FOOTPATH <1.8m

N.T.S

ROAD PAVEMENT ≤ 3%

PROP

ERTY

BOUN

DARY

SECTION C-CN.T.S

3D VIEWN.T.S

CHANNEL

Drawing No.

Date:

Scales

ORIG

INAL

SIZ

EA4

DO N

OT S

CALE

Project:Drawn

Checked

Approved

Authorised

GD019A-1C

-N.T.S.Richard Batty

Ulysses Gabriel

Chris Beasley Road layout and geometric designTDM TECHNICAL STANDARDS

GD01

9A-1

C

Commercial Vehicle Crossing (Sheet 4 of 4)

Notes:1. All dimensions are in millimetres unless noted otherwise.2. If CBR of existing Subgrade is <3, Pavement Design should be provided and approved by Auckland

Transport.3. All concrete to be 20 Mpa and constructed in accordance with NZS 3109 with a broom finish and may

contain upto 4% oxide 4. Saw cut expansion joints at 4m centres maximum each way in addition to saw cuts shown on dwg.5. All work must comply with the NZTA's 'CoPTTM' (code of practice for temporary traffic management).6. Construct in same material and finish as surrounding footpath.7. Width of vehicle crossing to be designed by using tracking curves for intended large heavy vehicles.

8. Rear Width as permitted under Auckland Unitary Plan;COMMERCIAL USE;

3700-4000 - Single vehicle crossing6000-7000 - Double vehicle crossing

RESIDENTIAL USE;2750-3000 - Single vehicle crossing5500-6000 - Two-Way Shared Access3000-3500 - One-Way Shared Access

Chief Engineer

4-D12 BARS WITH 50mm COVER

R6 STIRRUPS @ 600mm CENTRESWITH 60mm COVER

CENTRALLY PLACED 661 MESH

20mm CHAMFER

SUBGRADE TO HAVE MINIMUM CBR OF 3(SEE NOTE 2)

100mm MIN COMPACTED GAP 40

TRANSITION

TO BE ABOVE KEB LEVEL

SAW CUT