National Code of Practice for Utility Operators’ Access to Transport Corridors 

NZS 3109:1997 A2 Concrete construction: Amendment 2

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: ...NZS 3109:1997 Concrete construction...

AS/NZS 4586:2004 A1 Slip resistance classification of new pedestrian surface materials: Amendment 1

CURRENT
3.2.4
1. New, upgraded or replacement lids and service covers in the Road Carriageway must: a) in the Carriageway, achieve a skid resistance classification of either class ‘V’ or ’W’; in accordance with AS/NZS 4586: 2004, Slip resistance of new pedestrian surface materials;...
Schedule D
Joint Australian/New Zealand Standard AS/NZS 4586:2004 Slip resistance classification of new pedestrian surface materials

NZS 3104:2003 A1 Specification for concrete production: Amendment 1

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: NZS 3104:2003 Specification for concrete production – High grade and special grade....

NZS 3104:2003 A2 Specification for concrete production: Amendment 2

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: NZS 3104:2003 Specification for concrete production – High grade and special grade....

NZS 3109:1997 Concrete construction

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: ...NZS 3109:1997 Concrete construction...

AS/NZS 4586:2004 Slip resistance classification of new pedestrian surface materials

CURRENT
3.2.4
1. New, upgraded or replacement lids and service covers in the Road Carriageway must: a) in the Carriageway, achieve a skid resistance classification of either class ‘V’ or ’W’; in accordance with AS/NZS 4586: 2004, Slip resistance of new pedestrian surface materials;...
Schedule D
Joint Australian/New Zealand Standard AS/NZS 4586:2004 Slip resistance classification of new pedestrian surface materials

AS/NZS 4586:2004 A1 Slip resistance classification of new pedestrian surface materials: Amendment 1

CURRENT
3.2.4
1. New, upgraded or replacement lids and service covers in the Road Carriageway must: a) in the Carriageway, achieve a skid resistance classification of either class ‘V’ or ’W’; in accordance with AS/NZS 4586: 2004, Slip resistance of new pedestrian surface materials;...
Schedule D
Joint Australian/New Zealand Standard AS/NZS 4586:2004 Slip resistance classification of new pedestrian surface materials

NZS 3104:2003 Specification for concrete production

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: NZS 3104:2003 Specification for concrete production – High grade and special grade....

NZS 3104:2003 A2 Specification for concrete production: Amendment 2

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: NZS 3104:2003 Specification for concrete production – High grade and special grade....

NZS 3109:1997 Concrete construction

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: ...NZS 3109:1997 Concrete construction...

NZS 3104:2003 A1 Specification for concrete production: Amendment 1

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: NZS 3104:2003 Specification for concrete production – High grade and special grade....

NZS 3109:1997 A1 Concrete construction: Amendment 1

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: ...NZS 3109:1997 Concrete construction...

NZS 3109:1997 A1 Concrete construction: Amendment 1

CURRENT
5.5.4
4. When reinstating excavated concrete layers in the Carriageway, the Utility Operator must ensure that the new concrete:... ...e) is manufactured in accordance with New Zealand Standards NZS 3104: 2003, Specification for concrete production – High grade and special grade or NZS 3109:1997, Concrete construction;
Schedule D
New Zealand Standards: ...NZS 3109:1997 Concrete construction...

NZS 4404:2010 Land development and subdivision infrastructure

CURRENT
3.1
In identifying the proposed Utility Structure location, a Utility Operator should also consider the following: spacing and location in accordance with the statutory and declared operational requirements of Utility Operators and Corridor Managers (such as subdivision standards, NZS 4404: Land Development and Subdivision Infrastructure, or district plan requirements);
Definitions
Greenfields - Areas where new Roads are being constructed (generally areas of new subdivision, where alignment of Utility Structures is primarily based on NZS 4404: 2010, Land Development and Subdivision Infrastructure, or on Corridor Manager requirements.
Schedule D
New Zealand Standards: ...NZS 4404: 2010 Land Development and Subdivision Infrastructure...

NZS 4404:2010 Land development and subdivision infrastructure

CURRENT
3.1
In identifying the proposed Utility Structure location, a Utility Operator should also consider the following: spacing and location in accordance with the statutory and declared operational requirements of Utility Operators and Corridor Managers (such as subdivision standards, NZS 4404: Land Development and Subdivision Infrastructure, or district plan requirements);
Definitions
Greenfields - Areas where new Roads are being constructed (generally areas of new subdivision, where alignment of Utility Structures is primarily based on NZS 4404: 2010, Land Development and Subdivision Infrastructure, or on Corridor Manager requirements.
Schedule D
New Zealand Standards: ...NZS 4404: 2010 Land Development and Subdivision Infrastructure...

NZS 6803:1999 Acoustics - Construction noise

CURRENT
5.3.5
The Utility Operator must: a) comply with the limits specified in New Zealand Standard NZS 6803: 1999, Acoustics – Construction Noise and district plan provisions relating to construction noise; and...
Schedule D
New Zealand Standards: ...NZS 6803:1999 Acoustics – Construction Noise

NZS 6803:1999 Acoustics - Construction noise

CURRENT
5.3.5
The Utility Operator must: a) comply with the limits specified in New Zealand Standard NZS 6803: 1999, Acoustics – Construction Noise and district plan provisions relating to construction noise; and...
Schedule D
New Zealand Standards: ...NZS 6803:1999 Acoustics – Construction Noise

AS/NZS 4586:2004 Slip resistance classification of new pedestrian surface materials

CURRENT
3.2.4
1. New, upgraded or replacement lids and service covers in the Road Carriageway must: a) in the Carriageway, achieve a skid resistance classification of either class ‘V’ or ’W’; in accordance with AS/NZS 4586: 2004, Slip resistance of new pedestrian surface materials;...
Schedule D
Joint Australian/New Zealand Standard AS/NZS 4586:2004 Slip resistance classification of new pedestrian surface materials