general information - Hamilton City Council

Transcription

Section 1 General
GENERAL INFORMATION
1
CONTENTS
1
GENERAL INFORMATION ..................................................................................................................... 1
1.1 Introduction................................................................................................................................. 1-1
1.1.1 The Infrastructure Technical Specification .................................................................... 1-1
1.1.2 District Councils ............................................................................................................. 1-1
1.1.3 Scope ............................................................................................................................ 1-1
1.1.4 Implementation of the ITS ............................................................................................. 1-3
1.1.5 Design Philosophy Statements and Alternative Design ................................................ 1-4
1.2 Statutory Requirements ............................................................................................................. 1-4
1.2.1 Relationship with the District Plan ................................................................................. 1-4
1.2.2 Building Act and Code ................................................................................................... 1-5
1.3 Acknowledgments, Standards, Abbreviations and Definitions ................................................... 1-5
1.3.1 Acknowledgments ......................................................................................................... 1-5
1.3.2 Standards ...................................................................................................................... 1-5
1.3.3 Abbreviations ................................................................................................................. 1-9
1.3.4 Definitions .................................................................................................................... 1-11
1.4 Three Waters Management ..................................................................................................... 1-17
1.4.1 Resource Consents ..................................................................................................... 1-18
1.4.2 Bylaws and Policies ..................................................................................................... 1-19
1.4.3 Proposed District Plan in Relation to Three Waters .................................................... 1-21
1.5 Approval for Design Construction ............................................................................................ 1-22
1.5.1 Contract Works ............................................................................................................ 1-22
1.5.2 Development Works to be Vested ............................................................................... 1-22
1.5.3 Commencement of Work............................................................................................. 1-31
1.5.4 Site Works ................................................................................................................... 1-31
1.5.5 Connection to Existing Services .................................................................................. 1-33
1.5.6 Water Quality ............................................................................................................... 1-33
1.6 Works Completion and Clearance ........................................................................................... 1-34
1.6.1 Quality Systems .......................................................................................................... 1-34
1.6.2 Completion and Practical Completion ......................................................................... 1-34
1.6.3 As-Built Plans .............................................................................................................. 1-35
1.7 Traffic and Pedestrian Safety ................................................................................................... 1-41
1.8 Corridor Access Requests ....................................................................................................... 1-41
1.8.1 Hamilton City Council Local Conditions ...................................................................... 1-41
1.8.2 Repair of Damage ....................................................................................................... 1-42
1.9 Traffic Management ................................................................................................................. 1-42
1.9.1 Temporary Traffic Management .................................................................................. 1-42
1.9.2 Traffic Management Plans .......................................................................................... 1-42
1.9.3 Traffic Management Levels ......................................................................................... 1-42
1.9.4 Generic Traffic Management Plans ............................................................................. 1-42
1.9.5 Site Specific Traffic Management Plans ..................................................................... 1-43
1.9.6 State Highways ........................................................................................................... 1-43
1.9.7 Arterial Roads .............................................................................................................. 1-43
1.10 Temporary Road Closures ....................................................................................................... 1-43
1.10.1 School Sites ................................................................................................................ 1-44
1.10.2 Bus Routes .................................................................................................................. 1-44
1.10.3 Cyclists and Pedestrians ............................................................................................. 1-44
1.10.4 Special Parking Areas ................................................................................................. 1-44
1.10.5 Audits........................................................................................................................... 1-44
Section 1 General
LIST OF APPENDICES
Appendix A Example As-Built Drawings ...................................................................................................... 1-46
Appendix B Asset Attributes ........................................................................................................................ 1-50
Appendix C RAMM FORMS ........................................................................................................................ 1-64
LIST OF TABLES
Table 1-1: Introduction to Sections of the ITS ................................................................................................ 1-2
Table 1-2: Standards ...................................................................................................................................... 1-6
Table 1-3: Related Documents ....................................................................................................................... 1-8
Table 1-4: Definitions .................................................................................................................................... 1-11
Table 1-5: Resource Consents Relating to Three Waters Management ..................................................... 1-18
Table 1-6: Influencing Policy’s and Strategies.............................................................................................. 1-18
Table 1-7: Three Waters Bylaws .................................................................................................................. 1-19
Table 1-8: Hamilton City Council Policies in Relation to Three Waters Management ................................. 1-21
Table 1-9: Linkages with the Proposed District Plan and Three Waters Management ................................ 1-21
Table 1-10: Engineering Plan Requirements ............................................................................................... 1-24
Table 1-11: Supporting Documentation for Approval ................................................................................... 1-28
Table 1-12: DXF Files ................................................................................................................................... 1-38
Table 1-13: Threshold Matrix for As-built Information .................................................................................. 1-39
Table 1-14 Transportation - RAMM .............................................................................................................. 1-51
Table 1-15 Transportation – Surfacing Details: Asphaltic Concrete ............................................................ 1-51
Table 1-16: Transportation – Surfacing Details: Chip Sealing ..................................................................... 1-52
Table 1-17: Transportation – Street Lighting ................................................................................................ 1-52
Table 1-18: Stormwater ................................................................................................................................ 1-53
Table 1-19: Wastewater................................................................................................................................ 1-58
Table 1-20: Water ......................................................................................................................................... 1-62
Table 1-21: RAMM Forms ............................................................................................................................ 1-64
TABLE OF FIGURES
Figure 1-1: Standard Symbols ...................................................................................................................... 1-40
Figure 1-2: Wastewater As-built ................................................................................................................... 1-47
Figure 1-3: Stormwater As-built .................................................................................................................... 1-48
Figure 1-4: Water As-built ............................................................................................................................. 1-49
Section 1 General
1.1
Introduction
The Infrastructure Technical Specification (ITS) sets out the minimum standards for design and
construction of public infrastructure within Hamilton City.
1.1.1
The Infrastructure Technical Specification
The philosophy underpinning the Infrastructure Technical Specifications is to:
a)
Maximise the efficient use of infrastructural resources to ensure that any infrastructural
development work in Hamilton City is constructed to an appropriate long term, cost
effective and singular set of standards and specifications.
b)
Provide a means to achieve requirements set down in the relevant District Plan or a
Resource Consent.
c)
Provide a means for alternative/innovative design and construction to be considered
when undertaking infrastructure development or development works.
d)
Provide context and support to urban design when considering development works
proposals.
e)
Be a "living" document that is easily updated as standards, construction or materials
change as well as respond to matters amended in the relevant District Plan via plan
change processes or similar.
f)
Be used for the design and construction of new infrastructure and for maintenance of
existing infrastructure, including asset renewal, unless the standards are not compatible
with the existing assets
The ITS is Councils’ minimum acceptable technical specification. Some works will require
specific design/specification i.e. large scale works, such as outlined in 1.1.3.
1.1.2
District Councils
The ITS applies to six neighbouring district councils, namely Waikato, Waipa, Hauraki,
Matamata-Piako, Otorohanga and Waitomo who adopted or intend to adopt, in conjunction
with proposed Plan changes, this Specification as their own engineering standards. These
Councils have added a rural supplement as Section 8 to outline the variances and/or additional
design standards or technical specifications for infrastructure works.
Therefore, whenever the terms “Hamilton City Council” or “HCC’s District Plan” or any other
reference to requirements of the Hamilton City Council are referred to in the ITS, these should
be interpreted as meaning the requirements of the relevant District Council on which the
works are being carried out. Any ambiguities between sections should be addressed to the
relevant District Council.
1.1.3
Scope
Any person undertaking infrastructure design and construction within Hamilton City via either:
Page 1-1
a)
Council's capital and/or operational works contracts or professional services
agreements.
b)
Development works regardless of whether the infrastructure will be vested in Council or
remain in private ownership.
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Section 1 General
c)
Any other form of infrastructure development that will connect to Council’s existing
infrastructure network.
shall use the ITS as the means of designing, constructing, testing and signing off development
works within Hamilton City.
Council acknowledges that the development of some infrastructure associated with the capital
and/or operational works contracts will not be covered by the ITS. Examples of such areas are:
•
Reservoir construction
•
Bulk water mains
•
Interceptor sewers
•
Structures
In these cases design and construction will be undertaken on an alternative design basis
involving project and asset managers, relevant codes and standards and in accordance with
accepted industry practice. This alternative design basis is outlined 1.1.5.2.
The ITS incorporates the following sections.
Table 1-1: Introduction to Sections of the ITS
Page 1-2
Section
Title
Contents
1
General Information
This section
•
Introduces the philosophy and use of the ITS
•
Provides referencing and definitions for the
ITS
•
Identifies statutory requirements
•
Outlines the thee water management
philosophy of Council
•
Describes the approval process for
subdivisions
•
Provides generic guidance across all
infrastructure groups for:
o As-builts
o Working in the transportation corridor
o Temporary traffic management
o General forms and checklists for
subdivisions
2
Earthworks
The earthworks and geotechnical section gives
guidance on the requirements for assessment of
land suitability and earthworks as part of a
development. The development may include the
construction of buildings, structures, roads, utilities,
water courses and water bodies.
3
Transportation
This section builds on the transportation provisions
of the relevant District Plan and gives requirements
and guidance for the design and construction of
transportation network that incorporate facilities
for vehicles, pedestrians, cyclists, public transport,
utilities, and landscaping. The section sets out the
Section 1 General
Section
Title
Contents
requirements for the design and construction of
roads within the city that are, or will be, managed
by or vested to Council.
1.1.4
4
Stormwater
The stormwater section details the design and
construction requirements for piped networks and
stormwater treatment and detention devices.
5
Wastewater
The wastewater section sets out details the
technical requirements for the design and
construction of wastewater systems. It covers the
design of up to and including DN 225 diameters.
6
Water Supply
The water supply section sets out requirements for
the design and construction of drinking water
supply systems. It covers the design of water pipes
up to and including DN 225 diameters.
7
Landscape
The Landscape Section sets out requirements for
the design and construction of landscape and
planting.
8
District Council’s
Supplement
This section has been prepared as a supplement to
the ITS to cover infrastructure works in Waikato,
Waipa, Hauraki, Matamata-Piako, Otorohanga and
Waitomo.
9
Approved Materials
This section contains a list of materials that have
been approved for use within the City.
Implementation of the ITS
The ITS is managed by the requirements of the Local Government Act 2002.
The administration of the ITS is undertaken by Hamilton City Council’s City Infrastructure
Development Group. The City Development Group coordinates the needs of City Waters,
Transportation and Parks and Open Spaces.
The City Environments Group is responsible for the co-ordination, administration and approval
of all implementation matters relating to the relevant District Plan, the Resource Consent
process and associated statutory requirements.
The Group Manager: City Infrastructure and the Group Manager: City Environments both have
the authority to enforce the provisions of the ITS and may delegate such authority to any
officer of the Council or person.
The ITS is a ‘controlled document’ under Council’s Quality System.
1.1.4.1
ITS Review
The ITS will be reviewed and updated every two years, invitations for content review will be
sourced from all users of the document.
Page 1-3
Section 1 General
Any user of the ITS has the ability to request changes. All suggestions should be made in
writing to Council. All suggestions will be be considered within one month of receipt, and the
ITS will either be revised, the part or section identified for a review, or the originator advised
that no action will be taken, and the reasons why.
1.1.5
Design Philosophy Statements and Alternative Design
1.1.5.1
Design Philosophy
All designs submitted to Council shall be accompanied by a design statement refer Section
1.5.2.1.
1.1.5.2
Alternative Design
Council supports and encourages innovation and specifications/designs which add value.
Alternative designs/specifications can be submitted provided the alternative specification
meets or exceeds the ITS. The alternative specification provided must include all relevant
supporting information to enable assessment by Council and be described in the Design
Philosophy Statement.
Where a Designer identifies a solution/product that is not currently approved, an application
should be made to Council for the item to be considered. Application and discussions for
alternative products should occur at an early stage in the design process.
1.2
Statutory Requirements
Infrastructure design and construction shall be carried out in accordance with the Regional
Policy Statement and Council’s relevant District Plan, Strategy, Bylaw and or Policy. These can
be found on Coucnil’s website.
The provisions and standards in the ITS shall be read in conjunction with the:
1.2.1
•
Requirements of the relevant District Plan.
•
Resource Management Act 1991
•
Local Government Act 2002
•
Building Act 2004
•
Land Transfer Act 1952
•
Unit Titles Act 1972
•
Property Law Act 1952
•
Local Government Official Information and Meetings Act (LGOIMA) 1987
•
Health and Safety in Employment Act 1992
•
Health Act 1556 and Health (Drinking Water) Amendment Act 2007
•
Waikato Regional Plan
•
Waikato Proposed Regional Policy Statement
•
Reserves Act 1977
Relationship with the District Plan
The ITS is a document that sits outside the District Plan. If, when considering development
applications, conflict occurs between standards outlined in the District Plan and the ITS then
the District Plan takes precedence.
Page 1-4
Section 1 General
1.2.2
Building Act and Code
The Building Act and Code is the leading statute under which building development is
undertaken to ensure that buildings are safe, sanitary and have suitable means of escape from
fire. The building regulations enacted by the Building Act provide the requirements for building
control in the form of the New Zealand Building Code. The Building Code contains objectives,
functional requirements and performance criteria that building works must achieve.
The Building Code should guide all private infrastructure. There is reference in this ITS to the
building code in relation to:
a)
Use of water sensitive techniques including:
i.
Grey water re-use
ii.
Green roofs
iii.
Soakage
b)
Private pipes especially those servicing mulit-unit properties
c)
Private right of ways and shared access ways
1.3
Acknowledgments, Standards, Abbreviations and Definitions
1.3.1
Acknowledgments
Hamilton City Council recognises New Zealand Standard 4404 “Land Development and SubDivision Infrastructure” and has used this as a basis for the ITS.
The ITS refers to NZS4404 and its content throughout therefore it is recommended that the ITS
is used in conjunction with NZS4404.
Council acknowledges input into the ITS from the following:
1.3.2
•
Standards New Zealand.
•
New Zealand Building Code.
•
Historic Places Trust.
•
Tauranga City Council.
•
Western Bay of Plenty District Council.
•
Kapiti Coast District Council.
•
New Zealand Transport Agency.
•
The New Zealand Fire Service.
•
Network Utility Operators.
•
Christchurch City Council.
Standards
Where any conflict exists between any New Zealand Standard or other standard referred to in
the ITS, then the specific requirements of the ITS take precedence.
Page 1-5
Section 1 General
Table 1-2: Standards
Page 1-6
Reference
Standard / Specific Clause
BS EN 124:1994
Gully tops and manhole tops for vehicular and pedestrian areas.
Design requirements, type testing, marking, quality control
AS 1579:2001
Arc-welded steel pipes and fittings for water and wastewater
AS 1646.1:2007
Elastomeric seals for waterworks purposes
AS 1741:1991
Vitrified clay pipes and fittings with flexible joints
AS 3996:2006
Access covers and grates
AS/NZS 1252:1996
High-strength steel bolts with associated nuts and washers for
structural engineering
AS/NZS 1254:2010
PVC-U pipes and fittings for stormwater and surface water
applications
AS/NZS 1260:2009
PVC-U pipes and fittings for drain, waste and vent applications
AS/NZS 1328
Glue Laminated Structural Timber
AS/NZS 1462
Methods of test for plastic pipes and fittings
AS/NZS 1477:2006
PVC pipes and fittings for pressure applications
AS/NZS 1546:2008
On-site domestic wastewater treatment units
Part 1:2008 Septic tanks
AS/NZS 1657:1992
Fixed platforms, walkways,
construction and installation
AS/NZS 2032:2006
Installation of PVC pipe systems
AS/NZS 2033:2008
Installation of polyethylene pipe systems
AS/NZS 2280:2004
Ductile iron pipes and fittings
AS/NZS 2312
Guide to the Protection of Iron and Steel Against Exterior
Atmospheric Corrosion
AS/NZS 2544:1995
Grey iron pressure fittings
AS/NZS 2566
Buried flexible pipelines
Part:1998 Structural design
Part 1 Supp 1 :1998 Structural design – Commentary
Part 2:2002 Installation
AS/ NZS 2638.2:2011
Gate valves for waterworks purposes
AS/NZS 2845.1:2010
Water supply - backflow prevention devices - materials, design and
performance requirements
AS/NZS 2980:2007
Qualification of welders for fusion welding of steels
AS/NZS 3725:2007
Design for installation of buried concrete pipes
Supp 1:2007 Design for installation of buried concrete pipes –
Commentary
AS/NZS 4058:2007
Precast concrete pipes (pressure and non-pressure)
stairways
and
ladders.
Design,
Section 1 General
Page 1-7
Reference
AS/NZS 4087:2011
Metallic flanges for waterworks purposes
AS/NZS 4129:2008
Fittings for polyethylene (PE) pipes for pressure applications
AS/NZS 4130:2009
Polyethylene (PE) pipes for pressure applications
AS/NZS 4131:2010
Polyethylene (PE) compounds for pressure pipes and fittings
AS/NZS 4158:2003
Thermal-bonded polymeric coatings on valves and fittings for water
industry purposes
AS/NZA 4020:2005
Testing of products for use in contact with drinking water
AS/NZS 4456
Masonry Units and Segmental Pavers
AS/NZS 4671:2001
Steel reinforcing materials
AS/NZS 4680
Hot-dip Galvanised (Zinc) Coating on Fabricated Ferrous Articles
AS/NZS 5065:2005
Polyethylene and polypropylene pipes and fittings for drainage and
sewerage applications
NZS 1158.3.1
Lighting of Pedestrian Areas.
NZS 1170
Structural design actions
Part 5:2004 Earthquake actions – New Zealand
Part 5 Supp 1:2004 Earthquake actions – New Zealand – Commentary
NZS 3101
Concrete Structures Standard
NZS 3103
Specification for Sand for Mortars and Plasters
NZS 3109
Concrete Construction
NZS 3114
Specification for Concrete Surface Finishes
NZS 3603
Timber Structures Standard
NZS 3631
New Zealand Timber Grading Rules
NZS 4121
Design for Access and Mobility; Buildings and Associated Facilities
NZS 4203
General Structural Design and Design Loadings for Buildings.
NZS 4210
Code of Practice for Masonry Construction: Materials and
Workmanship.
NZS 4402
Methods of Testing Soils for Civil Engineering Purposes
NZS 4404:2010
Land Development and Subdivision Infrastructure
NZS 4431
Code of Practice for Earthfill for Residential Development including
residential roading
NZS 4442:1988
Welded steel pipes and fittings for water, sewage and medium
pressure gas
NZS 5828:2004
Playground Equipment and Surfacing (and SNZ HB 5828.1:2006)
NZS 7643:1979
Code of practice for the installation of unplasticised PVC pipe systems
NZS/BS 5163:1986
Specification for predominantly key operated cast iron gate valves for
waterworks purposes
Section 1 General
1.3.2.1
Reference
NZTA F/1
Earthworks Construction. The sections on topsoiling and grassing
between road boundaries and batter slopes continuing beyond the
road boundaries are superseded by Section 7 in this Standard
Technical Specification
NZTA M/7
Roadmarking paints
ISO 13953:2001
Polyethylene (PE) pipes and fittings -- Determination of the tensile
strength and failure mode of test pieces from a butt-fused joint
Other Publications and Related Documents
Table 1-3: Related Documents
Author / Organisation Title
Auckland Regional
Council July 2010
TP10 Design Guideline Manual for Stormwater Treatment Devices
Auckland Regional
Council 2008
Landscape and Ecological Values within Stormwater Management
Auckland Regional
Council, 2000
TP 124 Low impact design manual for the Auckland Region
Auckland Regional
Council, TR 2008/20
October 2000
Application of Low Impact Design to Brownfield Sites
Clarkson, B.D. and Wall, Gully Restoration Guide: A Guide to Assist in the Ecological
K., (2002)
Restoration of Hamilton's Gully Systems, Hamilton City Council
Clarkson, B.D., Clarkson, Indigenous Vegetation Types of Hamilton Ecological District
B.R., Downs, T.M.,
(2001), The University of
Waikato: Centre for
Biodiversity and Ecology
Research
Page 1-8
Department of Building
and Housing, 2006
Approved Document for NZ Building Code - Clause E1 "Surface
Water"
Institution of
Professional Engineers,
New Zealand
Procedure for Hydrological Design of Urban Storm-water Systems
Hamilton City Council
Gully Reserves Management Plan (December 2007),
Waikato Regional Council Plan
Hamilton Walkway and Cycleway Map
Hamilton City Council.
Landscape Design Statements – Parks and Reserves
Landscape Design Statements – Sports Parks
Park Management Plans
Section 1 General
Author / Organisation Title
Ministry of Justice
National Guidelines for Crime Prevention through Environmental
Design in New Zealand
New Zealand
Arboriculture
Association
A Guideline for Tree Protection Fencing on Development Sites (2011)
New Zealand
Department of Labour,
April 2000
Approved Code of Practice for Safety in Excavation and Shafts for
Foundations
New Zealand Ministry
for the Environment
Publication 2008
Climate Change Effects and Impacts Assessment
NZTA
Bridge Manual for Waterway Design at Bridges and Culverts
New Zealand Utilities
Advisory Group, 2011
The National Code of Practice for Utilities' Access to the Transport
Corridors (NZIAG)
Peter Ackers, 1969
Hydraulic Research Paper No. 2 'Charts for the Hydraulic Design of
Channels and Pipes'. Third Edition
Waikato Regional
Council
Design Guidelines for Earthworks, Tracking and Crossing
Waikato Regional
Council
Erosion and Sediment Control – Guidelines for Soil Disturbing
Activities
Waikato Regional
Council, 2006
Sustainable Subdivision Development – An Waikato Regional Council
Perspective
Waikato Regional
Council
Sustainable Subdivision Development – An Environment Waikato
Regional Council Perspective (February 2006)
Water Services
WSAA Sewerage Code of Australia
Association of Australia,
Hunter Water
Corporation, Version
1.0, WSA 02-2002
1.3.3
Page 1-9
Water New Zealand
3rd Edition New Zealand Pipe Inspection Manual
(www.walk21.com)
International Charter for Walking
Abbreviations
Abbreviation
Definition
CPTED
Crime Prevention Through Environmental Design – a crime
prevention philosophy based on the premise that ‘proper design and
effective use of the physical environment can produce behavioural
Section 1 General
Abbreviation
Definition
effects that will reduce the incidence and fear of crime, thereby
improving the quality of life.’ (Crowe, 1991, Crime Prevention
Through Environmental Design: Applications of Architectural Design
and Space Management Concepts)
Page 1-10
CBR
The load-bearing strength of subgrade is measured by California
Bearing Ratio (CBR) test
DN
Nominal diameter under the pipe manufacturing standard
EPO
Environmental Protection Overlay
GRP
Glass Reinforced Plastic
HAIL
Hazardous Activities and Industries List
HCC
ITS
Infrastructure Technical Specification
RAMM
Road Assessment and Maintenance Management and is a computerbased maintenance system that helps to manage the maintenance
and renewal of all transportation assets
RCC
Road Corridor Co-ordinator
RPZ
Reduced Pressure Zone Device or Backflow Prevention Device
RRPS
Road Reserve Planting Strategy
MDPE
Medium Density Polyethylene
NZTA
New Zealand Transportation Agency responsible for the
management and operations of the State Highway network and
allocation of central government roading funds. Formerly Transit NZ
and Land Transport NZ
PE
Polyethylene
PVC
Polyvinyl Chloride
SW
Stormwater
TA
Territorial Authority
TMP
Traffic Management Plan
TTP
Temporary Traffic Management
WEL
WEL Networks Ltd
WRC
Waikato Regional Council
WW
Wastewater
Section 1 General
1.3.4
Definitions
In this Technical Specification, unless inconsistent with the context, the following shall apply.
Table 1-4: Definitions
Definition
Access Hamilton Strategy The transportation strategy for Hamilton City aims to meet the
changing travel demands of the city by providing an affordable, safe,
responsive and sustainable transport system that contributes to
Hamilton’s strategic vision and achieves community outcomes in a
way that is consistent with national and regional objectives.
Page 1-11
Access Way
As described in the Local Government Act 1974
Access/Inspection Point
A place where access may be made to a connection for inspection,
cleaning or maintenance as defined in the NZ Building Code.
Applicant
The person or company that submits the fully completed application
to Council for the purposes of receiving Council’s consent to
subdivide land.
As-built Plan
A plan that depicts the final installed configuration and highlights any
departures from the approved design.
Backflow
The unplanned reversal flow of water, or mixtures of water and
contaminants into the water supply system.
Berm
A piece of land between the trafficable road surface and the road
legal boundary. These areas may be grassed and contain a footpath,
signs, streetlights, drainage, bunds or other street furniture.
Bulk Mains
A strategic network water main generally greater than 375mm in
diameter.
Bus Lane
A lane reserved by a marking or sign installed at the start of the lane
and at each point at which the lane resumes after an intersection, for
the use of buses and cycles, mopeds and motorcycles, unless either
or both are specifically excluded by the signs.
Carriageway
An area of road reserve provided for the movement of vehicles and
cycles or parking of vehicles.
Cement Lining
An internal lining of a pipe, often sacrificial, to extend the life of the
pipe from corrosive environments. Typically used to line the inside of
steel pipes to protect from corrosion.
Code of Practice for
Temporary Traffic
Management (COPTTM)
Part 8 of the Traffic Control Devices Manual (TCD Manual) which sets
out the requirements for all temporary traffic management on State
Highways and local roads. It includes the various levels of temporary
traffic management, signs and forms used, and examples of traffic
management plans.
Connection
A pipeline branch which has no terminal manhole structure. It may
however terminate in a private area with a rodding eye. Laterals
connect a property’s private drainage to a Council public sewer or
Section 1 General
Definition
stormwater system.
Page 1-12
Connection Point
Unless otherwise approved there shall be only one connection point.
Also referred to as the Point of Discharge from a customer. It shall be
the point on the public sewer which marks the boundary of
responsibility between the customer and Council.
Where a public sewer passes thru private property the connection
point shall be the upstream end of the pipe fitting which forms the
junction with the public sewer.
Contractor
The company engaged to undertake the physical works on behalf of
the council only, it does not relate to an applicant’s/developer’s
contractor.
The Contractor’s responsibility shall be as defined by the General
Conditions of Contract for the works.
Corridor Access Request
(CAR)
The process by which utility organisations gain approval to work
within the transportation corridor through an application under the
National Code of Practice for Utilities’ Access to the Transport
Corridors.
Council / HCC
A Council representative, officer or other person appointed by the
Council to approve the Engineering work.
Cycle Lane
A longitudinal strip within a roadway reserved by a marking or sign
for the use of cycles.
Cycle Path
A part of the road that is physically separated from the roadway that
is intended for the use of cyclists, but which may be used also by
pedestrians. This includes a cycle track formed under section 332 of
the Local Government Act 1974.
Design Level of Service
The expect performance level of infrastructure.
Developer
The company or person who has been granted or holds planning
consent for the land being subdivided / responsible for the consent
application. For the purpose of this ITS the definition of Developer
shall mean the Developer and all professionals appointed by the
Developer to represent them.
The Developer shall ensure that suitably qualified professionals are
appointed, including registered Engineers and geo-professionals.
Disconnection
The physical cutting and sealing of any customer connections at the
connection point.
District
The district of a territorial authority.
Drain (Private Drain)
Section of private drain between the customer’s premises and lateral
through (are we missing a word after through) which wastewater or
stormwater is conveyed from the premises. This section of drain is
owned and maintained by the customer or group of customers.
Section 1 General
Definition
Footpath
A portion of any road, pedestrian accessway or public reserve that is
laid out or constructed by authority of the Council primarily for
pedestrians; and may include the edging, kerbing and channelling
thereof.
Geo-professional
A suitably qualified and experienced Geotechnical Engineer or
Engineering Geologist holding membership with the Institution of
Professional Engineers New Zealand (IPENZ) or equivalent
professional body, a Professional Indemnity Insurance Policy
acceptable to Council (refer to HCC website for level of Indemnity
required).
Greenfield Development Development within the city growth cells characterised by creating
of new sections, roading and associated servicing infrastructure.
Page 1-13
Groundwater Drainage
Subsoil drainage system to manage the water content within soils.
Gully Trap
Fitting designed to prevent foul air escaping from the drainage
system and used to receive the discharge from private internal waste
pipes.
Household Unit
Any building or group of buildings, or part thereof, used or intended
to be used principally for residential purposes and occupied or
intended to be occupied by not more than one household.
Infill Development
Redevelopment of urban land through either subdivision or Building
Consent.
Infiltration
Groundwater entering a public sewer or private drain through
defects such as poor joints and cracks in pipes or manholes. It does
not include inflow.
Inflow
Water discharged into private drains from non-complying
connections or other drain laying faults. It includes stormwater
entering through illegal downpipe connections or from low gully
traps.
Interceptor Sewer
Strategic wastewater pipe greater than 525mm in diameter
Integrated Catchment
Management Plan
(ICMP)
A strategic document to provide the baseline information that will
identify ‘values’ and ‘constraints’ and provide guidelines on suitable
options. Refer Proposed District Plan Volume 2, Section 1.7.
Interceptor Sewers
A gravity pipeline with an internal diameter (excluding relining) of
525 mm or larger.
Local Authority
A regional council or territorial authority as defined in the Local
Government Act 2002.
Land Drainage System
The flow of stormwater and groundwater but concentrates mainly
on peak surface discharges and their reticulation under urban
conditions.
Manhole
Service opening which allows access for inspection, cleaning or
maintenance of a public sewer or stormwater system.
Means of Compliance
The method by which the requirements of the relevant District Plan
Section 1 General
Definition
may be complied with. It implies that there may be other methods
which may meet the requirement, but which may be subject to
specific consideration or approval.
Movement Lanes
Refer to Table 15.14-7A: Criteria for the form of Transportation
Corridors of the proposed District Plan.
Owner
The owner of the land being subdivided.
Parking Bays
The parking spaces and associated manoeuvring areas of a road or
proposed road (as defined by the kerb) which are accessed directly
from the road
Pedestrian Access Ways
A path between two roads primarily for the use by pedestrians, these
do not include paths on reserves.
Pedestrian Mall
A specified road or part of road that Council has declared a
pedestrian mall as set out in Part 336 of the Local Government Act
1974 thereby prohibiting or restrict the driving, riding, or parking of
any vehicle, or the riding of any animal, on all or any portion of the
pedestrian mall either generally or during particular hours.
PE or Epoxy Lining
Trenchless underground relining and rehabilitation of existing pipes.
Pipe Categories
Wastewater
Stormwater
Water Supply
Local
100-175 mm
100-525 mm
20-175 mm
Trunk
200-450 mm
600-1000 mm 200-425 mm
Bulk /
525+
Interceptor
Page 1-14
1025+
450+
Private Road
Any roadway, place, or arcade laid out or formed within a district on
private land, whether before or after the commencement of Part 315
of the Local Government Act 1974, by the owner thereof, but
intended for the use of the public generally.
Private Way
Has the meaning ascribed to it in Section 315 of the Local
Government Act 1974
Professionals
Suitably qualified and experienced persons capable of undertaking
the various activities associated with the planning and design phases
of the project.
Point of Discharge
The bounday between the public sewer and private drain. As per the
Connection Point.
Point of Supply
The point on the water pipe leading from the water main to the
premises, which marks the boundary of responsibility between the
customer and the WSA, irrespective of property boundaries.
Potable
In relation to drinking water, means water that does not contain or
exhibit any determinants to any extent that exceeds the maximum
acceptable values (other than aesthetic guideline values) specified in
the drinking-water standards applicable at the time.
Section 1 General
Definition
Primary Design Flow
The estimated runoff selected to provide a reasonable degree of
protection to the surrounding land.
Principal Main
A water main of a minimum of 150mm internal diameter (DN 150)
fitted with fire hydrants.
Prohibited
Characteristics
Trade waste discharged containing the physical and chemical
characteristics which Council has determined must not be discharged
into the public sewer system.
Restricted flow supply
A type of water supply connection where a small flow is supplied
through a flow control device, and storage is provided by the
customer to cater for demand fluctuations.
Restrictor
A flow control device fitted to the service pipe to limit the flow rate
of water to a customer’s premises.
Rider Main
A water main of a minimum of 50 mm internal diameter (DN 50) up
to DN 150.
Right of Way (ROW)
A piece of land for vehicular access and with rights as defined in the
Property Law Act 2007.
Rising Main (RM)
A pressure main through which wastewater is pumped.
Road
Has the meaning ascribed to it in Section 315 of the Local
Government Act 1974.
Road Culvert
A waterway crossing that conveys water from one side of the road to
the other but does not connect to the City stormwater system.
Road Controlling
Authority
The party that controls the road and is responsible for its operation
and maintenance. This is typically the NZ Transport Agency for State
Highways and the Territorial Authority for other public roads.
Road Opening Notice
See Corridor Access Request.
Rural Water Supply Area An area formally designated by the WSA as an area serviced by a
reticulated water supply system that is intended to supply water for
specified purposes via restricted flow supplies and/or on demand
supplies but not necessarily with a fire fighting capability. (Refer to
HCC Water Supply Bylaw.)
Page 1-15
Service Lane
Any lane laid out or constructed either by the authority of the
Council or the Minister of Works and Development or, on or after 1
April 1988, the Minister of Lands for the purpose of providing the
public with a side or rear access for vehicular traffic to any land.
Secondary Flow Path
The path taken by stormwater runoff in excess of the primary design
flow. Capable of providing protection to the surrounding buildings
for a once in 100 years return period rain event for commercial,
industrial, and habitable residential floor levels.
Service Pipe
The section of water pipe between a water main and the point of
supply.
Service Valve (Toby)
The valve at the customer end of the service pipe.
Section 1 General
Definition
Sewer (or public sewer)
The pipework drainage system that coveys wastewater from the
point of discharge. The public sewer is owned, administered and
maintained by Council.
Shared Vehicles
Vehicles that are used to service the needs of the residences, and
undertake operation and maintenance activities on the
infrastructure within the road corridor such as; rubbish trucks, road
sweepers, recycling trucks, line marking trucks, resealing trucks.
Shared Zone
A length of road that is intended to be used by both pedestrians and
vehicles, where pedestrians have the right of way over vehicles.
Shoulder
The portion of the side of the road that is not normally trafficked and
resides between the solid white edge line and the edge of seal.
Special Vehicle Lane
A lane defined by signs or markings and restricted to a specified class
or classes of vehicle; and includes a bus lane, a transit lane, a cycle
lane, multiple occupancy lanes and a light-rail vehicle lane.
Subdivision
As described in section 218 of the Resource Management Act 1991
Supply Pipe
The section of pipe between the point of supply and the customer’s
premises through which water is conveyed to the premises.
Survey plan
As described in Section 2 of the Resource Management Act 1991
Territorial Authority (TA) A city council or a district council named in Part 2 of Schedule 2 of
the Local Government Act 2002
Page 1-16
The Works
The works shall generally be defined as the works for which this
specification is being used and shall have the definition of ‘Contract
Works’ as defined in NZS 3910:2003.
Trade Waste
Is any liquid, with or without matter in suspension or solution, that is
or may be discharged from a trade premises to HCC’s wastewater
network in the course of any trade or industrial process or operation,
or in the course of any activity or operation of a like nature; and may
include condensing or cooling waters; stormwater which cannot be
practically separated, or domestic wastewater.
Transit Lane
A lane reserved for the use of the following (unless specifically
excluded by a sign installed at the start of the lane):
• Passenger service vehicles
• Motor vehicles carrying not less than the number of persons
(including the driver) specified on the sign
• Cycles
• Motorcycles
Tree Protection Zone
Minimum protection of existing trees in a work site is by erecting
temporary fencing in a circle with a radius equal to the maximum
crown extension (drip line) or 4m radius from the trunk – whichever
is greatest.
Trunk Sewers
A gravity sewer with an internal diameter of 225 mm to 450 mm,
which forms part of the principal drainage network of the Council’s
wastewater drainage system.
Section 1 General
Definition
1.4
Urban Water Supply
Area
An area formally designated by the WSA as an area serviced by a
reticulated water supply system with a fire fighting capability, that is
intended to supply water to customers via on demand supplies.
(Refer to HCC Water Supply Bylaw.)
Wastewater
Water or other liquid, including waste matter in solution or
suspension, discharged from a premises to a sewer.
Reticulation Main
A gravity sewer with an internal diameter of 150 mm which
terminates upstream at a manhole.
Wastewater Network
The collection, treatment and disposal of wastewater and trade
wastes, including all sewers, pumping stations, storage tanks,
wastewater treatment plant, outfall and other related structures
operated by Council and used for the reception, treatment and
disposal of wastewater and trade wastes.
Water Impact
Assessments
Refer Proposed District Plan, Volume 2, Section 1.7.
Water-sensitive
Techniques
A variety of methods that aim to achieve better outcomes for water
related issues. They include many techniques referred to under
other names e.g. Low Impact Design (LID), Low Impact Urban Design
and Development (LIUDD), Sustainable Urban Drainage Systems
(SUDS) ‘natural’, ‘green’ and ‘sustainable’. Refer Proposed District
Plan Volume 2, Section 1.7.,
Water Supply System
All those components of the network between the point of
abstraction from the natural environment and the point of supply.
This includes but is not limited to: wells, infiltration galleries, intake
structures, open raw water storage ponds/lakes, falling mains,
treatment plants, treated water reservoirs, trunk mains, service
mains, rider mains, pump stations and pumps, valves, hydrants,
scour lines, service pipes, boundary assemblies, meters, backflow
prevention devices and tobies.
Water Supply Authority
Water Supply Authority (WSA), as defined in the Hamilton City
Council Water Supply Bylaw.
Three Waters Management
Pressure on water resources in the region is increasing due to a growing population and
associated concentration of activities and industry. This pressure affects demand for water
resources and Three Waters infrastructure (drinking water, wastewater and stormwater).
Well managed land-use planning is critical in minimising conflicts between infrastructure and
land development to sustain water quality and quantity for future generations.
Council is required to give effect to a number of national and regional legislative drivers,
industry standards and Hamilton City Council’s policy and plans.
Page 1-17
Section 1 General
1.4.1
Resource Consents
As a municipal authority, Council manages significant resource consents from the Waikato
Regional Council for conducting its responsibilities under various Acts and legislation. To
ensure compliance with these consents Council must impose standards and conditions on
development within the City.
HCC’s consents and how they influence the Infrastructure Technical Specifications include:
Table 1-5: Resource Consents Relating to Three Waters Management
Consent
Specific Requirements
Resource Consent No
113941 – Water Take
Under Council’s water take consent, restrictions in supply to industry
are in place. Any commercial or industrial development that has a
3
daily demand in excess of 15m will require a separate consent from
the Regional Council. Developers need to contact Council prior to
commencing works to understand the impacts of this consent and
their proposals.
It is a condition of this consent that Council prepares and manages
the supply of water as per an approved Water Conservation and
Demand Management Plan. This plan also includes drought
restrictions which during high demand periods (generally Nov – May)
may restrict what water can and cannot be used for.
Resource Consent No
114674 – Discharge
treated wastewater
To ensure compliance with Hamilton City Council’s discharge consent,
as a minimum the following requirements need to be incorporated
into any design:
• Eliminate inflow
• Minimise infiltration
• Sufficient pump station storage
• Trade waste management – managed under the trade waste
bylaws
Resource Consent No
105279 –
Comprehensive Consent
for the discharge of
stormwater to land and
water
Individual resource consents from Waikato Regional Council are
required for all new stormwater discharges. Once all Hamilton City
Council consent requirements have been met this consent can be
surrendered and the discharge will then be managed under Council’s
Comprehensive Consent.
In order for a seamless transition to occur the stormwater network
shall be designed and constructed as per an approved Stormwater
Catchment Management Plan (requirements which are incorporated
into Council’s Integrated Catchment Management Plan).
Other key influences include:
Table 1-6: Influencing Policy’s and Strategies
Influence
Waikato-Tainui Raupatu The overarching purpose of the Waikato River Settlements is to
Claims (Waikato River) restore and protect the health and wellbeing of the respective rivers
Page 1-18
Section 1 General
Influence
Settlement Act 2010
for future generations. These Settlements are supported by the Vision
and Strategy for the Waikato River, Te Ture Whaimana o Te Awa o
Waikato. One of the strategies from the vision and strategy is to
“ensure that cumulative adverse effects on the Waikato River and
activities are appropriately managed in statutory planning documents
at the time of their review”.
In order to ensure that the cumulative adverse effects on the Waikato
River are managed developments that require water, wastewater or
stormwater connections will be requested to submit an Integrated
Catchment Management Plan or Water Impact Assessment.
1.4.2
Drinking Water
Standards for New
Zealand 2005 (Revised
2008)
Hamilton City Council has an Aa water grade as per the Ministry of
Health (MoH) Drinking Water Standards. Infrastructure shall be
designed and constructed to:
Sub-regional Three
Waters Strategy (June
2012)
This strategy sets a strategic focus and direction on critical Three
Waters issues for the Waikato sub-region. The sub-region covers the
jurisdictional areas of Hamilton City Council, Waipa and Waikato
District Councils. The strategy identifies a number of key strategic
issues, goals and responses including:
• Ensuring quality, efficient and sustainable infrastructure
development– met by this Infrastructure Technical
Speciation
• The need for integration of Three Waters planning and
management – met by the development of Integrated
Catchment Management Plans and Water Impact
Assessments
Proposed Regional
Policy Statement
(November 2010)
Objective 3.11: Built Environment requires integrating land use and
infrastructure planning. This objective has been met by the
development of Integrated Catchment Management Plans and Water
Impact Assessments
•
•
Ensure that the water system is functional
Ensure the required quality and quantity of water is
supplied to all customers and the MoH grading of Aa is not
compromised
Bylaws and Policies
Table 1-7: Three Waters Bylaws
Bylaw
Water
(2008)
Page 1-19
Supply
Bylaw The Bylaw provides for the regulation of connections relating to point
of supply, type of supply, fire protection and backflow prevention and
protection of level of service through the use of compatible systems.
The Bylaw sets out uniform requirements to assist Council to comply
Section 1 General
Bylaw
with Ministry of Health Drinking Water Standards for NZ, 2005
(revised 2008), Building Act 2004, Fire Service Act 1975, and Health
Act 1956.
The objectives of the Water Supply Bylaw as it relates to design and
construction are:
• Protecting and maintaining public health
• For the protection of the water supply and water supply
system from pollution
• Regulating against or protecting from, damage, misuse, or
loss of, the land, structure or infrastructure associated with
the water supply system.
The Bylaw can be found on Hamilton City Council’s web site.
Trade
(2006)
Waste
Bylaw The Bylaw provides regulation of contributors of trade waste to the
wastewater network. The Bylaw sets out processes to licence trade
waste contributors and the levels of contaminates that can be
discharged to the network. Council recovers the cost of collection,
transfer and treatment of trade waste via standard fee’s and charges.
The objectives of the Trade Waste Bylaw are:
• To protect the health and safety of all people working in the
wastewater network by applying strict standards for harmful
substances;
• To protect receiving waters from toxic substances contained
in trade waste discharges;
• To protect the wastewater network and the wastewater
treatment plant from damage due to harmful substances
from trade waste sources;
• To assist Council to meet relevant environmental and other
regulations;
• To assist wastewater processing operations to produce
effluent and biosolids to a guaranteed quality;
• To encourage waste minimisation and cleaner productions in
the commercial and industrial sector;
• To encourage and enable water conservation;
• To ensure adequate monitoring of trade wastes; and
• To provide information for the purpose of allowing charging
for trade waste.
The Bylaw can be found on Hamilton City Council’s web site.
Draft Stormwater Bylaw The draft Stormwater Bylaw provides for the regulation of
connections to the existing stormwater network. The Bylaw will set
out uniform requirements for all contributors to the stormwater
network and will assist Council to comply with all applicable consents
required under the Resource Management Act 1991.
The objectives of the draft Stormwater Bylaw as it relates to design
and construction are to regulate against or protect from, damage,
misuse, or loss of, the land, structure or infrastructure associated
with the stormwater network system. This also includes sediment
management during development.
Below is a list of relevant policies relating to Three Waters which influence infrastructure
design, however please note all policies are currently under review.
Page 1-20
Section 1 General
Table 1-8: Hamilton City Council Policies in Relation to Three Waters Management
Policy
Open Watercourse
Management Policy
(September 2012)
This policy considers health and safety aspects associated with
watercourses and provides guidelines regarding the management and
responsibilities of erosion.
Backflow Protection
Policy (2011)
This policy outlines Council’s role in protecting the public water
supply from the risk of backflow contamination.
Water and Wastewater
services to private
properties outside the
City’s Boundary (2008)
This policy provides administrative certainty on the way Council
manages requests for connections to Hamilton’s water supply and
wastewater networks by private properties.
Rural Restricted Water
Supply to Properties
located within Waikato
and Waipa Districts
Policy (2008)
This policy provides an administrative certainty in the way that
Council sets consistent processes to manage requests for connections
to Hamilton's water supply by Waikato and Waipa District Council.
Water, Wastewater and This policy ensures that an appropriate charge is levied for service
connections to individual properties.
Stormwater Service
Connection Charges
Policy (2008)
1.4.3
Proposed District Plan in Relation to Three Waters
Section 25.13 of the Proposed District Plan contains resource consent requirements and
provides a set of objectives and policies that must be recognised when approving Three
Waters infrastructure in accordance with the ITS.
Tools to meet these requirements are identified in the Proposed District Plan and include
Integrated Catchment Management Plans, Water Impact Assessments and Water Sensitive
Techniques. The following table provides reference to the relevant parts of the Proposed
District Plan.
Table 1-9: Linkages with the Proposed District Plan and Three Waters Management
Page 1-21
Tool
Definition
Assessment Criteria
Information to
be Provided
Integrated Catchment
Management Plans
Volume 2, Section 1.7
Volume 1, Rule
25.13.4.1 - Integrated
Catchment
Management Plans
Volume 2, Section
1.5.5
Water Impact
Assessments
A site specific
Volume 1, Rule
assessment of impacts 25.13.4.6 – Water
on Three Waters in
Impact Assessments
the contest of the
wider catchments.
Water Sensitive
Techniques
Volume 2, Section 1.7
Volume 2, Section
1.5.4
Volume 1, Rule
25.13.4.5 – Water
Efficiency Measures
Section 1 General
Council holds templates to develop ICMP’s and WIA’s which are available upon request.
1.5
Approval for Design Construction
1.5.1
Contract Works
For Council contracts, refer to Contract Documentation on Construction Commencement.
Contract documentation may refer to this ITS.
1.5.2
Development Works to be Vested
The Developer shall ultimately be responsible for all requirements and processes including:
a)
Interpreting the requirements of the Resource Consent
b)
Employment of a competent and suitably qualified engineer for all design works
c)
Submitting engineering plans and liaising with Council staff throughout the engineering
plan clearance procedure
d)
Overseeing the physical works and certifying that the work has been completed to the
required standards.
e)
Submission of as-built and associated documentation
Consultation with Council on all infrastructure design and landscaping at an early stage of the
development is encouraged.
1.5.2.1
Design Statements and Engineering Plans
All engineering plans shall be accompanied by a design statement which describes the
proposed infrastructure and its relationship to the ITS. Any alternative design solutions shall be
described in the design statement.
The design statement and engineering plans will be supported by the information summarised
in Table 1-11: Supporting Documentation for Approval
Acceptance of Engineering Plans is required before construction commences.
The following individual engineering plans shall be submitted for approval:
Page 1-22
a)
Locality Plan. Showing information sufficient to locate the subject site relative to existing
features such as roads and already developed land, etc
b)
Earthworks Scheme Plan
c)
Road Layout including parking arrangements, road marking, signs, vehicle crossings and
street lighting
d)
Stormwater management system including existing connections and proposed
connections and disconnections, stormwater treatment and detention devices and
overland flow paths
e)
Wastewater reticulation including existing connections and proposed connections and
disconnections
f)
Water reticulation including existing connections and proposed connections and
disconnections
g)
Combined Water, Wastewater and Stormwater Plan (for use by Hamilton City Council
for undertaking connections and disconnections)
Section 1 General
h)
Landscaping plans (Note where applicable, landscaping plans shall be overlaid on to
Road Layout Plans to show conflicts)
i)
Staging Plan. Where the development is likely to be constructed in stages, a plan
showing the pattern and chronology of the land development shall be submitted. The
staging should have been decided as part of the resource consent application process
j)
Include drawings of all standard details to be used in the physical works, such as kerb
and channel profile, cobblestone laying patterns, typical cross section showing footpath,
berms, kerb and channel and pavement layers. For ducts a location diagram with
measurements from reference points to the ends of the ducts and to any angles in the
alignment. Refer Table 1-10
It should be noted that engineering plans should be submitted in their entirety to ensure
prompt processing.
Staged submission of detailed engineering plans may be considered where an overall concept
plan (with supporting calculations) is submitted.
Engineering Plans – Layout
All engineering plans shall Include the Hamilton City Development Unit Accepted Engineering
Plan stamp (73.5mm x 36.5mm) or A Clear Box of 73.5mm x 36.5mm for the manual stamp.
Engineering Plans – Submitting Documentation
Engineering plans should be presented and submitted in accordance with Section 1.6.3.
Approval of Engineering Plans
Prior to acceptance of engineering plans it may be necessary to amend drawings. It may also
be necessary for accepted drawings to be amended due to unforeseen site conditions.
Amended drawings shall be:
a)
Submitted with an accompanying Document Transmittal Form
b)
Appropriately revision controlled
Changes to Accepted Plans
The accepted plans may only be amended after satisfactory consultation with Council.
In all cases the changes must be documented and the amendments shown on the accepted
plans.
Page 1-23
Section 1 General
Table 1-10: Engineering Plan Requirements
Plan View
Earthworks
•
•
•
•
•
Transportation
• Horizontal alignment of kerb and channel
including traffic facilities
• Horizontal alignment of footpaths
• Horizontal alignment of cycleways
• Location of vehicle crossings where
known
• Locations of ducts and other below
ground features
• Location, type and colour of street light
columns (may be separate plan)
• Traffic signal details
• Location of landscaping areas and street
trees
• Location of any reserve
• Existing ground levels at minimum
of 15m intervals
• Proposed final centre line levels
• Cuts and fill
• Grades
• Vertical curve information
• Location of catchpits
• Location of intersecting roads
• Horizontal alignment of all pipelines
relative to property boundaries or kerb
lines as appropriate and tie-in to existing
services
• Location of all manholes
• Location of all detention and treatment
devices
• Location of any open drain
•
•
•
•
•
Stormwater
Page 1-24
Long Sections
Other
Original contours
Final contours
Overland drainage pattern
Cuts and fills
Provision for control of silt transport
Cross Sections
• Proposed road
• Existing ground contour extending at
least 3.0m into adjacent land
Road Marking and Signage
• Location and types of signage
• Location and alignment of all road
markings
Note : Road marking and signage plans are
only required if the Developer intends to do
this work. Council offers a road marking and
signage installation service to developers on
a cost plus administration basis
Existing ground levels
Proposed ground levels
Pipe depths inverts and grade
Pipe type size and class
Existing and proposed pipelines,
cables and ducts crossing the
alignment
• Invert levels of all pipelines
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Section 1 General
Plan View
Wastewater
Page 1-25
Long Sections
• Position of all property connections
relative to property boundaries and the
depth at the property boundary
• Secondary flow paths
• Site plan showing property boundaries,
finished land level contours (maximum
one metre interval), catchment and subcatchment boundaries used in
stormwater flow calculations together
with label annotations providing a link to
the stormwater runoff calculations.
(Preferably show the stormwater
drainage system on this drawing as well.)
• Construction plan details for stormwater
treatment and detention devices; plan
view to include contours at 0.5 metre
interval and elevation view to show
normal, discharge and overflow water
levels
• Location of catchpits, leads and manholes
• Location of culverts and drainage, subsoil
drainage and other drainage structures
e.g. soakage devices
connecting to a manhole
• Inlet, outlet and hydraulic
information for all treatment and
detention devices
relative to property boundaries or kerb
lines as appropriate and tie-in to existing
services
• Location of all manholes
• Location of all structures (including pump
•
•
•
•
•
Existing ground levels
Proposed ground levels
Pipe depths inverts and grade
Pipe type size and class
Existing and proposed pipelines,
Other
• Pump Station (including Rising Main and
Overflow)
• Show all relevant details to enable the
design to be audited and the structure
constructed.
• Construction drawing of pump station
Section 1 General
Plan View
Page 1-26
Long Sections
stations)
relative to property boundaries
• Show finished land level contours (not
greater than one metre intervals –
include RL labels on contours)
alignment
• Invert levels of all pipelines
connecting to a manhole
Water
relative to face of kerb (or boundary as
appropriate) and tie-in to existing services
• Location of all valves
• Location of all hydrants and building sites
to be provided with fire protection
• Pipe type size and class
relative to property boundaries and the
depth at the property boundary
• Location of all flushing valves
• Existing and proposed pipelines,
alignment
• Pipe depths where it is planned for
the pipeline to be at a different
depth to that specified in the ITS.
Long sections are required for
pipelines of 250 NB and larger. The
long section shall show existing and
proposed pipelines, cables and
ducts crossing the alignment
Landscaping
• Landscaping plan with plant locations
Other
structure
• Rising main plan and long section (see
Wastewater i)
• Water and electrical services to the
pump station
• Show the provision for pump station
overflow in both plan and elevation
views
Section 1 General
1.5.2.2
Supporting Documentation
In addition to the engineering plans the information presented in Table 1-11 is required
prior to, during and after construction.
An erosion and sedimentation control plan will be required for all developments where
runoff from a construction site can enter into either a Council stormwater pipe or open
watercourse.
A health and safety plan shall be approved by Council if any works are in the public area i.e.
roads, parks etc.
Page 1-27
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Section 1 General
Table 1-11: Supporting Documentation for Approval
Geotechnical Information
Prior to Construction Commencing
During Construction
After Construction
•
Geotechnical Report
Site Supervision
•
Contaminated Site Validation Report
• Geotechnical Completion
Report
•
Earthworks and Fill Design Report
• Site Contamination Validation
Report
• Statement of Professional
Opinion
• Final contour plan identifying
areas of fill
Transportation
Stormwater
Page 1-28
•
Road pavement design calculations
including results of preliminary soil
testing.
Site Supervision
• Producer Statement
• As-built information
•
Approval for sub-soil drainage
discharge (if appropriate)
•
Signal Plans including design, traffic
modeling and peer review
•
Design and Access Statement
•
ICMP, CMP or WIA
•
Detailed catchment runoff calculations
showing for each sub-catchment the
formula input factors used in the
calculations
• Final operations and
maintenance manuals for
stormwater treatment and
detention devices
•
Detailed pipeline flow capacity
• As-built plans
Site Supervision
• CCTV Inspection and Report
·················································································································································································································································Last Updated 3 December 2012
Section 1 General
During Construction
After Construction
Site Supervision
• CCTV Inspection and Report
analysis.
Wastewater
Page 1-29
•
For stormwater treatment and
detention devices, detailed analysis
demonstrating the design
performance in respect of stormwater
quantity and quality as appropriate
•
Proposed operations and maintenance
manuals for stormwater treatment
and detention devices
•
Proposed landscaping plan for
stormwater treatment and detention
devices
•
ICMP or WIA
•
Wastewater flow estimates supported
by the estimates of population
equivalents for each catchment
together with catchment boundaries
and catchment areas
•
Pipe flow calculations showing pipe
capacity and flow velocity for average
dry weather flow, peak daily flow and
peak wet weather flow
•
Pump station calculations justifying
the selection of wet well size, pump
selection and rising main hydraulics.
• As-built plans
Section 1 General
Water
Landscaping
Page 1-30
During Construction
After Construction
•
ICMP or WIA
Site Supervision
• As-built plans
•
Fire flow calculation
•
Statement of design intent and design Site Supervision
objectives
• As-built plans
•
Plant schedule
•
Existing tree and vegetation plan
•
Maintenance schedule for weeding
and replacement planting during
Defects Liability Period
Section 1 General
1.5.3
Commencement of Work
For Council contracts, refer to Contract Documentation on Construction Commencement.
For developments the following shall apply.
Once engineering approval has been granted the Developer shall inform Council of the
intention to commence construction works. No engineering works shall commence on any
subdivision or development until all approvals and acceptances (engineering resource
consent and others) have been obtained.
Dependant on the size of the development, it may be a requirement that a pre-construction
meeting is required. At the pre-construction meeting, Council auditing procedures will be
discussed and provisional dates and notification lead time for verification tests will be
discussed. Where construction proceeds in stages, a separate pre-construction meeting
shall be held for each stage.
1.5.4
Site Works
For Council contracts refer to the Condition of Contract and Specifications for construction
auditing requirements.
For subdivisions the following shall apply:
1.5.4.1
a)
Developers are advised that the onus rest with them to ensure that works are to a
standard acceptable to Council. Furthermore Developers are advised to retain the
services of a suitable qualified or professional person(s) to certify works.
b)
Developers should carry out regular audits of the construction and maintain records
of audits which will be submitted to Council on application for 224(c) or works sign
off.
c)
In addition to the audits carried out by the Developer, Council will also audit the
works.
d)
Auditing requirements for types of works are covered in the various sections. Council
reserves the right to enter the work site at any time for auditing, inspecting or
checking purposes.
Standard Audits
The following are key milestones that the Developer must notify to Council to enable any
audit to be carried out if required.
Page 1-31
a)
Commencement of work
b)
Prepared earthworks and subsoil drainage prior to filling
c)
Completed earthworks and prepared subgrade
d)
Commencement of stormwater, wastewater (including pump stations) and or water
reticulation
e)
Finished basecourse
f)
Prior to commencement of carriageway surfacing
Section 1 General
Audits will be carried out within one working day of notification if possible. Work shall not
proceed until the audit has been satisfactorily completed. When work has been
interrupted or delayed, Council shall be notified before it is recommenced.
1.5.4.2
Quality of Work
For Council contracts refer to the Condition of Contract and Specifications for construction
auditing requirements.
For subdivisions the following shall apply:
1.5.4.3
a)
The Developer is responsible for ensuring that the engineering works constructed by
their Contractors are carried out according to the accepted plans and best work
practices
b)
Council staff are not responsible for quality assurance
c)
The Developer shall be responsible for satisfactory completion of any Quality System
Checklists required (refer to the individual sections for requirements).. Where the
Quality checklists require the presence of a Council representative, then the
Developer shall make such arrangements as required. At least 24 hours’ notice
should be given
d)
General procedures/requirements and Quality Assurance forms are provided for use
during construction, however, Council will accept Developers/Contractors/Agents
own Quality Assurance forms that convey similar information
e)
Copies of completed checklists (found in the relevant section(s) of this ITS) shall be
forwarded to Council as the works progress
Stopwork Notices
Any person or persons carrying out `on site’ works as part of any Council approved
development project shall cease such work, or part thereof, immediately upon receipt of a
written stopwork notice specifying restrictions and issued by Council or an authorised
agent.
The Developer shall have the right to appeal to Council to override or amend a stopwork
notice. A copy of Council’s written decision shall be recorded on Council’s resource consent
or project file. Work may recommence when the Council advises in writing.
1.5.4.4
Emergencies
If a situation is observed that is likely to endanger the safety and/or the security of the
public, public or private property, or the operation of any public facility, the Developer will
be instructed to undertake remedial action to alleviate the danger and secure the site. Any
such work or supply of materials will be at the Developer’s expense.
1.5.4.5
On-Site Testing
Any work that requires testing in the presence of a Council officer shall be pre-tested and
proved satisfactory by the Developer prior to the witnessed testing.
If the work does not meet the standard, then a fee will be charged for the second and any
subsequent visit to re-measure or retest the work.
Specific testing regimes are set out in the relevant sections. Subsequent work dependent
on a satisfactory test result shall not be undertaken until compliance has been
demonstrated.
Page 1-32
Section 1 General
1.5.5
Connection to Existing Services
Connection of new stormwater, wastewater and water supply reticulation to existing
systems shall be undertaken by Council, Council’s standard connection procedures apply.
The new services must be tested and shown to meet all requirements prior to the
connection being made.
1.5.6
Water Quality
Water quality requirements are governed by the requirements of the Developer’s discharge
consent conditions, compliance with Waikato Regional Plan rules, an approved ICMP and
consistency with Council’s stormwater consents.
The Developer shall be responsible for ensuring that mechanisms exist both during
construction and at completion within the stormwater systems to prevent water-borne
litter, such as paper and plastics, and gross sediments from entering the downstream
system. Attenuation and quality treatment may be required. Design plans shall
demonstrate how this is achieved.
The outcome will be that the design of the network will need to achieve the following:
1.5.6.1
a)
Avoid or minimise, the discharge of any substance that is likely to cause the
production of conspicuous oil, or grease films, scums or foams, or floatable
suspended materials in stormwater receiving water bodies
b)
Avoid or minimise, the discharge of suspended solids that causes conspicuous
changes in colour or visual clarity, smothering of benthic organisms by sediment or
make the water in the Waikato River unsuitable for contact recreation
c)
Avoid or minimise, discharges that are likely to adversely affect aquatic ecosystems
and cause the following effects in stormwater receiving waters after reasonable
mixing:
i.
Dissolved oxygen levels to fall below 80% of saturation
ii.
pH to fall below 6 or exceed 9
iii.
Suspended sediments to smother benthic organisms
iv.
Undesirable biological growths
v.
Water temperature to change by more than 3°C or exceed 25°C
vi.
Turbidity levels to exceed 25 NTU between the months of August and
December;
vii.
Ammoniacal nitrogen concentrations to exceed 0.88 grams of nitrogen per
cubic metre; and
viii.
Other contaminant concentrations to exceed the United States Environmental
Protection Agency National Recommended Water Quality Criteria (USEPA,
2009) - Criteria Maximum Concentration.
Stormwater Catchpits
Regular inspections of stormwater catchpits within and adjacent to the site works shall be
carried out to ensure that stormwater contaminants do not enter into the stormwater
Page 1-33
Section 1 General
network. All methods necessary to prevent sediment and other contaminates entering the
catchpits shall be employed.
1.6
Works Completion and Clearance
For Council Contracts refer to the Condition of Contract and Specifications for work
completion and clearance.
The Developer shall apply for the 224(c) Certificate only when satisfied the work is finished
to the required standard. This includes the submission of the complete and accurate asbuilt details.
1.6.1
Quality Systems
Works clearance will not be considered until all certifications and quality assurance
exercises are complete and as-built plans are received. Refer Table 1-11 for a list of
requirements and the individual sections of this ITS for the required forms.
The Developer shall also submit, where required, completed producer statement forms and
any specific testing results.
1.6.2
Completion and Practical Completion
1.6.2.1
Council Contracts
The definitions in NZS 3910 apply.
1.6.2.2
Developments
Works clearance is reached when Council is satisfied that the construction has progressed
to a point where all weather access is available to each and every lot created and all
essential infrastructure services are available for each and every lot.
Works that may remain to be completed at works clearance shall be agreed with Council.
At the issue of works clearance it is deemed that all infrastructure components of the
224(c) certificate have been met subject to any bonds and defects liability periods.
Completion is when all works are fully complete and all defects that have arisen during the
defects liability period have been corrected.
The Developer shall not be liable for fair wear and tear.
1.6.2.3
Defects Liability Period
Works carried out during the development may be subject to a defects liability period of up
to 18 months at the discretion of Council. The defects liability period shall commence from
the date of issue of the 224(c) certificate.
Any works that are completed after the date of the issue of the 224(c) certificate shall be
subject to an extension of the defects liability period for 3 months following the completion
of those delayed works.
1.6.2.4
Bonds for Uncompleted Works
Council will consider accepting bonds to cover works that are uncompleted at the time of
application for the 224(c) certificate and also work completed but potentially damaged.
Page 1-34
Section 1 General
The value of the bond will be set at one and a quarter times the estimated cost of the works
for developments involving 10 or more lots/dwellings and twice the estimated cost of the
works for smaller projects.
The estimated cost of the works shall be as agreed between the parties or, in the absence
of agreement, as estimated by Council. All costs associated with the provision of a bond
will be the responsibility of the Developer.
A time for the work to be completed will be specified. If the work is not completed within
time, the Developer may apply for an extension. Only one extension for time will be
considered and the application must set out grounds for the request.
Once the specified time period has expired, including any extension granted, Council will
arrange for the work to be done. Funds for the work, including administration, will be
charged against the Bond amount. Any remaining funds after payment of all costs will be
refunded to whoever provided the bond.
It is the Developer's responsibility to inform Council that the work is completed and to
request an audit as a pre-requisite for the bond release.
This request must be
accompanied by certification stating the outstanding work has been completed to the
required standard. There is a charge for this audit at the level set out in Council's Fees and
Charges register.
Refer Local Government Act Clause 304 and Resource Management Act Section 222 and
Section 224(c)(iii) in relation to cash bonds.
1.6.3
As-Built Plans
1.6.3.1
General
Upon completion of construction and prior to issue of work clearance/practical completion,
copies of as-built plans showing details as constructed and certified as correct by the
Developer/Contractor, shall be submitted to Council. These plans are required to update
Council’s records and for archiving purposes. Separate plans are required for:
a)
Roading (including plans for lighting, traffic signals and cables)
b)
Earthworks (finished contours)
c)
Landscape works (where not included in landscaping plans)
d)
Stormwater, wastewater and water networks, including all stormwater treatment
and detention devices and pump stations. For small developments refer section
1.6.3.9
Plans presented in fulfilment of this requirement shall be shown as “As-Built” in the
amendments part of the drawing title block and signed-off as ‘approved for issue’ by a
person having responsibility for the quality assurance aspect of the as-built information.
As-built plans shall show the following:
Page 1-35
a)
All attributes identified in Appendix B as ‘Show on Plans’
b)
Name of works construction Contractor and contact details
c)
Project name or subdivision name (including subdivision stage number)
d)
Developer name and appointed Contractor(s) (in the case of subdivisions)
e)
Council contract number (Council projects)
Section 1 General
f)
Council project ledger code (Council projects)
g)
Plan revision
h)
Date when signed
i)
Lot boundaries as submitted to Land Information New Zealand including legal
descriptions (in the case of subdivisions)
j)
Datum reference
k)
Origin benchmark reference, reduced level and coordinates
l)
Scale bar
m)
North arrow
n)
Legend
o)
New assets (and tie-in to existing assets)
p)
Existing assets, notated with Council’s asset reference
q)
Abandoned or removed assets
r)
Plans for wastewater, stormwater and water supply must use the line formats and
symbols as indicated in Figure 1-1
Note: Occasionally privately owned assets need to be shown on as-built plans; such assets
shall be clearly labelled ‘Private …asset type’ e.g. Private SW Manhole.
Lists of specific assets, their attributes to be shown on plans together with example as-built
drawings are contained in section 1.6.3.2 and the appendices of this section.
1.6.3.2
Drawing Standards
Drawings shall be either A1, A2 or A3 size, but must be scalable using the following scales:
Plan and long section
Cross Sections
Horizontal
Vertical
Horizontal
Vertical
1:1000, 1:500, 1:250
1:100, 1:50
1:100
1:50
In all cases the plan size must be appropriate for the level of detail shown.
In particular, use of 1:1000 scale is to be confined to site plans, roading and three waters
layout plans.
1.6.3.3
Datum’s and Units Of Measurement
Only metric units are to be used in as-built data. Principally these are millimetres (mm),
metres (m), litres/sec (L/s), cubic metres /day (m3/day).
•
All levels are to be in terms of the Moturiki Datum and to two decimal places.
•
Geographic coordinates shall be:
o
New Zealand Geodetic Datum 2000 (NZGD2000)
o
Projection: Mount Eden Circuit 2000
Coordinates should be presented in standard 6 digit format (east coordinate followed by
north coordinate) to 2 decimal places. e.g. 305718.97, 643728.35
Page 1-36
Section 1 General
Accuracy of coordinates shall be for: X, Y within +/-0.1m, Z within +/-0.01m.
1.6.3.4
Areas of Filling
The areas of filling shall be shown by contours showing the depth of fill in the form of lines
joining all points of equal fill depth, or by contours showing original ground levels and
finished ground levels.
1.6.3.5
Landscape Works
Where construction or land development works involve landscaping to be owned /
managed by the Council, an as-built plan of landscaping works shall be provided to Council
showing the following details:
a)
b)
c)
1.6.3.6
Location and extent, types of materials
Name and location (measured position in the berm) of street trees
Names, grades, number, planting density of traffic island planting
Other Utility Services
In applying for works completion, the Developer/Contractor shall submit the appropriate
checklists from all other utility network operators confirming that they have received the
required as-built information.
1.6.3.7
As-Built Plan and Data Attributes
The following files are required:
Attribute Data
Electronic Microsoft Excel spreadsheets listing various attributes of the assets constructed
(blank template files accessed via the Hamilton City Council website www.hamilton.co.nz
are available). These files facilitate the easy transfer of data into Council’s asset
management system.
a)
File Format: Comma Separated Value (with “.CSV” Suffix)
b)
Each line within the file shall contain data of one asset only
c)
Diameters are to be in millimetres (mm)
d)
Levels are to be in metres (m), in terms of Moturiki datum
e)
Lengths are to be in metres (m)
Asset Value
The Council is legally required to maintain an asset valuation register for all infrastructure
assets. The asset value is calculated as
𝐴𝑠𝑠𝑒𝑡𝑉𝑎𝑙𝑢𝑒 = 𝐴𝑠𝑠𝑒𝑡𝐷𝑖𝑟𝑒𝑐𝑡𝐶𝑜𝑠𝑡 + �� 𝐼𝑛𝑑𝑖𝑟𝑒𝑐𝑡𝐶𝑜𝑠𝑡𝑠 𝑥
Whereby:
Page 1-37
𝐴𝑠𝑠𝑒𝑡𝐷𝑖𝑟𝑒𝑐𝑡𝐶𝑜𝑠𝑡
�
∑𝐴𝑠𝑠𝑒𝑡𝐷𝑖𝑟𝑒𝑐𝑡𝐶𝑜𝑠𝑡𝑠
a)
Direct costs include materials and installation/construction cost
b)
Indirect costs include such items as professional fees for design and construction
supervision, resource consents, insurance and traffic control
c)
All values shall be exclusive of GST
Section 1 General
Files
DXF format files are to be supplied containing the points and line-work connecting assets
together in the following format.
a)
File Format: Release 12 (AC1009) ASCII DXF (with “.DXF” Suffix) or later
b)
Projection: Mount Eden Circuit 2000
c)
PDF copy
Separate files are required for the three asset groups and a fourth file is required for the
property boundary and road information:
Table 1-12: DXF Files
1.6.3.8
DXF File Name
DXF File Content
BD.dxf
WW.dxf
WS.dxf
SW.dxf
Property and Road Boundary Vectors and lot numbers
All Wastewater Assets
All Water Supply Assets
All Stormwater Assets
a)
Each pipe shall be represented by a single continuous line i.e. the pipe centreline
b)
Feature location X, Y coordinate locations are to match the requirements identified in
the relevant technical specification
c)
Each pipe shall run continuously between manholes (and broken at manholes)
d)
The pipe is NOT to be broken by valves, hydrants, service connections or laterals
e)
All point assets such as manholes, valve, hydrants shall be snapped to their
associated pipe and vice versa
f)
Each pipe (including service connections) shall be captured in the direction of flow,
except in the case of water mains and ducts
g)
The pipe network shall be in a single continuous file/drawing (not tiled or split in any
form)
h)
Each DXF file shall have only one asset type in it, e.g. water or wastewater or
stormwater, and separate layers should be used for each asset e.g. water pipe layer,
water valve layer, stormwater manhole layer etc. Do not include property
boundaries, road labels, text, tables etc. in these DXF files
i)
All symbology such as manholes should be ‘exploded’ prior to saving as a DXF file
j)
As-built data not required in this format includes: plans relating to construction of
wastewater pump stations, long sections, and stormwater control devices
Submitting As-Built Plans And Attribute Data
As-built plans and associated DXF files and Attribute data shall be sent to:
a)
In the case of subdivisions E-mail electronic files to: [email protected]
Include in the subject heading: HCC Subdivision Consent Number, subdivision name
and stage number
b)
Page 1-38
In the case of Council contracts - send to the Engineer
Section 1 General
E-mail electronic files to: [email protected]
Include in the subject heading: HCC Contract Number, contract name
1.6.3.9
Threshold Matrix for As-Built Information
For small developments the provision of separate as-built plans and separate data sheets
for each service and DXF files is not justified. Therefore the following matrix has been
developed to guide when each type of data presentation is required. If the data presented
is not clear, Council may still request additional information. This matrix does not apply to
roading projects.
Table 1-13: Threshold Matrix for As-built Information
Small
development
(<=5 lots)
Medium
development
(6 to 10 lots)
Large
development
(>10 lots)
Contract
Separate plan
for each service
No
Yes
DXF File
Please supply if
available
No,
include
information
on
plans,
no
coordinates
required.
Yes
Not required if
adequate clarity
is possible on
same plan
Yes
Yes
As per large
development
or
contract
documents
As above
Yes
Yes
As above
Yes
Yes
As above
A3 and A1
A3 and A1
As above
Separate
asbuilt
data
spreadsheets
GST invoice on
vesting
Plan size
Page 1-39
A3
Section 1 General
Figure 1-1: Standard Symbols
Page 1-40
Section 1 General
1.7
Traffic and Pedestrian Safety
The Developer shall take all reasonable measures to protect the public from the adverse
effects of the work. Particular attention should be paid to the erection and maintenance of
temporary fencing, especially in areas of potential ponding. Signs shall be erected warning
of danger within the site area. These protection measures should be shown in the accepted
Health and Safety Plan.
Where any work is in, or affects, any road, footpath, vehicle access, service lane, carpark or
other area that the public has the right of access to, the Developer/Contractor shall
maintain safe, readily negotiable passage across or around the work site for all types of
traffic, including pedestrians and cyclists. Access to public and private property shall be
maintained at all times unless prior arrangements, acceptable to all parties, have been
made.
1.8
Corridor Access Requests
All excavation and trenching work carried out within the road corridor must be carried out
in accordance with the National Code of Practice for Utilities’ Access to the Transport
Corridors that was compiled and published by the NZ Utilities Advisory Group.
The forms for a Corridor Access Request are available from the City Transportation
Unit by phoning 07 838 6868 or by downloading off the Hamilton City Website:
http://www.hamilton.co.nz/our-services/transport/permissionsapprovals/Pages/CorridorAccess-Requests.aspx
Fees are applicable for applications from Utility Operators for access to the transport
corridor of Hamilton City in accordance with the National Code of Practice for Utility
Operators Access to Transport Corridors (issued 10 November 2011). The latest schedule of
charges are available from the Hamilton City website:
http://www.hamilton.co.nz/our-services/transport/permissionsapprovals/Pages/CorridorAccess-Requests.aspx
In conjunction with the Corridor Access Request a Traffic Management Plan must also be
submitted for approval to Council’s Road Corridor Co-ordinator.
Where works are proposed that affect roads from an adjoining District Council or a State
Highway, the Developer/Contractor shall obtain additional approvals from that authority.
1.8.1
Hamilton City Council Local Conditions
The Local Conditions apply to all Work Access Permits issued in Hamilton City in accordance
with the National Code of Practice for Utility Operator’s Access to the Transport Corridor
(the Code).
A copy of the Local Conditions can be found on the Hamilton City website:
http://www.hamilton.co.nz/ourservices/transport/permissionsapprovals/Pages/Corridor-Access-Requests.aspx
Page 1-41
Section 1 General
1.8.2
Repair of Damage
The Developer/Contractor shall be solely responsible for all damages that may result from
their operations, and shall satisfy Council that they have made proper reinstatement.
Should no satisfactory efforts be made by the Developer/Contractor within a reasonable
period of time, Council may seek another Contractor to carry out the reinstatement to the
full requirements of Council. All costs resulting from the work will be deducted from any
monies due, or which may become due, to the Developer/Contractor.
1.9
Traffic Management
1.9.1
Temporary Traffic Management
Temporary Traffic Management (TTM) must be established on every site where work is to
be undertaken within the transportation corridor, where a public road or footpath is
affected, either directly by the works or the Contractor’s access to or from a site.
1.9.2
Traffic Management Plans
A Traffic Management Plan (TMP) must be prepared and implemented in accordance with
the NZ Transport Agency’s (NZTA) Code of Practice for Temporary Traffic Management
(CoPTTM). This plan must be prepared by a qualified Site Traffic Management Supervisor
(STMS) and submitted to Council via Beforeudig.co.nz for approval. A copy of the approved
plan must be held on site and be available for checking.
TMPs for complex projects or those that cover an extended time period may need several
layout plans for various stages of the work. Revised or additional TMPs should be submitted
if there is a significant change in circumstances.
1.9.3
Traffic Management Levels
All roads under Hamilton City Council control are Level 1 but arterial roads will require
more than the minimum requirements of CoPTTM. In particular the first sign a driver
encounters when entering a site on an arterial road must be a Level 2 sign. Repeater signs
are required on solid medians and on painted flush medians if these can be safely located.
In some circumstances attenuator vehicle(s) will be required. In all situations it is the
responsibility of the persons preparing and implementing the TTM to ensure that the site is
safe for both traffic and the workmen. Regular monitoring and fine tuning of the TTM to
suit circumstances is encouraged.
1.9.4
Generic Traffic Management Plans
For work that is repeatable and has minor effect on traffic, Contractors are encouraged to
submit generic TMPs for typical work activities. Once approved these plans may be
implemented throughout the Local Authority area.
The STMS or Traffic Controller (TC) must ensure the TTM is appropriate for the site and
make any adjustments to the generic TMP that are necessary. All generic TMPs are to be
reviewed and submitted for re-approval at a maximum of 12 monthly intervals and at any
other time a significant change is identified as necessary.
Page 1-42
Section 1 General
1.9.5
Site Specific Traffic Management Plans
For any site where either:
1.9.6
a)
A reduction in the number of traffic lanes on arterial roads is proposed
b)
Or a major intersection such as a roundabout or signals is involved
c)
Or there is no suitable generic TMP applicable, a site specific TMP shall be prepared
and submitted for approval at least 5 days before work commences via
Beforeudig.co.nz
State Highways
When the Contractor is planning to carry out an activity within the State Highway road
reserve (boundary to boundary) an Approval to Work on the State Highway (ATWOSH)
application and an accompanying Traffic Management Plan is required to be submitted for
approval to the NZTA Network Consultant.
1.9.7
Arterial Roads
Apart from emergency works, no work that interferes with traffic flow on arterial roads
shall be carried out during the peak traffic periods of 7.30am–9.00am and 4.00pm–5.30pm
Monday to Friday, or during major public events, without specific approval from the Road
Corridor Coordinator (RCC).
1.10
Temporary Road Closures
The Contractor may apply for a temporary closure of a road or part thereof in order to carry
out the works.
The application must demonstrate that either:
a)
The closure is essential to allow the works to be built safely
b)
Or that a closure will allow the works to be completed more efficiently, taking into
account the direct construction costs, the costs of delays to road traffic and the costs
of increased travel distance
If permission for a temporary road closure is given, the Contractor shall prepare and submit
for approval a TMP that includes:
Page 1-43
a)
A suitable detour around the closure
b)
Access for public having legitimate purpose or business in the affected area
c)
Access to public and private property unless prior arrangements suitable to all parties
have been made
d)
Immediate access to any emergency services and provision to curtail or cease work if
necessary
e)
Suitable arrangements for the regular refuse and recycling collections, either by
allowing the collection vehicles to access the site or taking the refuse and recyclables
to one end of the job for collection. In the latter case any recycling crates must be
returned to the location they were collected from
f)
Alternative routes for public bus services affected, including temporary bus stops
Section 1 General
1.10.1
g)
Advance notification to all affected parties including on site signage for at least five
days prior to the closure, public notices via the weekly road works reports and
press/media releases
h)
The RCC will arrange further publicity for significant closures
School Sites
Special attention is to be paid to works outside or adjacent to school or preschool
institutions. Ideally such works will be undertaken outside school hours. No work shall be
undertaken on school days within 200m of a school between 30 minutes before or after the
school bell in the mornings and afternoons. Consultation with the school should be
undertaken to determine the start and finish times of the school, as they all vary.
Many schools within Hamilton have a 40 km/hr. speed zone. TMPs for work within these
areas shall incorporate the 40 km/hr. speed restrictions as necessary.
Provision for the continued operation of any school patrols shall also be considered in
consultation with the school, and if necessary, provisions for alternative safe crossing
facilities will need to be included within the TMP.
1.10.2
Bus Routes
If a work site is on a regular bus route and is likely to disrupt bus operations the Contractor
shall ensure that the Waikato Regional Council and the bus operator are advised of the
works at least:
1.10.3
a)
72 hours prior to commencement for minor interruptions
b)
10 working days prior to commencment for major interruptions that will require an
alternative route or bus stops. The Contractor co-operate with making any changes
needed to minimise adverse impacts on the bus services
Cyclists and Pedestrians
The Contractor shall ensure that both pedestrians and cyclists have safe access past the
site.
In particular:
1.10.4
a)
No TTM signs are to be placed in marked cycle lanes or block footpath access.
b)
Provision must be made for pushchairs, mobility scooters etc. including kerb ramps if
there is no suitable crossing
c)
Particular care must be taken near schools and preschools
d)
The surface shall be reasonably smooth and usable in all weather conditions
Special Parking Areas
If ‘Special’ parking areas such as marked bus stops, taxi Stands, loading zones, mobility
parks or metered parking bays are affected by the works these shall be identified in the
TMP and suitable alternative facilities provided, if required by Council.
1.10.5
Audits
Council may carry out random audits of any site in accordance with CoPTTM procedures
and the results will be forwarded to the Developer/Contractor. Any site scored as
Page 1-44
Section 1 General
‘Dangerous’ will be immediately closed down until the necessary improvements have been
made. As required by CoPTTM a ‘Notice of Non Conformance’ will be issued for a
Dangerous site. The on-site Traffic Controller or STMS will be advised about any site scored
as ‘Needs Improvement’. The improvements are required to be implemented by the next
working day.
Page 1-45
Section 1 General
Appendix A
Example As-Built Drawings
Page 1-46
Section 1 General
Figure 1-2: Wastewater As-built
Page 1-47
Section 1 General
Figure 1-3: Stormwater As-built
Page 1-48
Section 1 General
Figure 1-4: Water As-built
Page 1-49
Appendix B
Asset Attributes
Page 1-50
Table 1-14 Transportation - RAMM
Asset Component Type
Pavement
Basecourse Layer (Layer 1)
Sub-Base Layer (Layer 2)
Sub-Grade Layer (Layer 3)
Undercut (Layer 4)
Asset Attribute Required
Road No
Subdivision
SP No
End Reference
Width
Date Completed
Depth
Metal Grading
Quarry
Metal Type
Date Completed
Depth
Metal Grading
Quarry
Metal Type
Test Date
CBR
Type
Stabilised
Method (Agent)
Depth
Location
Length
Width
Depth
Backfill Material
Description of Asset Attribute
Basalt or Greywacke
Basalt or Greywacke
Yes or No
Table 1-15 Transportation – Surfacing Details: Asphaltic Concrete
Membrane Seal
Surfacing
Road Name
Chainage Start
Chainage End
Description Start
Description End
Date
Material
Width
Aggregate Size
Area Sealed
Aggregate Source
Binder Type and Grade
Cutter Type
Quantity (pph)
o
Spray Temp ( C )
Litres at spray temp
2
Residual Application Rate (l/m )
Sealing Notes
Date
Material
Binder Rate
Aggregate Size
Page 1-51 ························································································································································ Last Updated 3 December 2012
Aggregate Source
Contractor
o
Mix Temperature Material ( C )
Surfacing Notes
Table 1-16: Transportation – Surfacing Details: Chip Sealing
Chip Sealing
Chainage Start
Chainage End
Description Start
Description End
Date
Material
Width
Aggregate Grade
Area Sealed
Aggregate Source
Cutter Type
Cutter Quantity
Adhesion Quantity
Adhesion Type
Additive Quantity
Additive Type
Flux Quantity
ALD
o
Spray Temp ( C )
Litres at Spray Temp
2
Residual Application Rate (l/m )
Sealing Notes
Table 1-17: Transportation – Street Lighting
Street Lighting
Lantern
Column
Lighting Control
Light Number
Street Number
Street Name
Make
Model
Lamp Designation
Tilt Angle (deg)
Year Installed
Date Lamp Changed
Mounting Height (metres)
Inspection Date
Type of pole or mounting
arrangement
Outreach
Outreach Length
Offset From Kerb
Concrete/ Steel/ G. Fibre/ Wall/ Timber/ Other
Curved/ Mitred/ Elliptical/ Other
Length in metres
Distance in metres
Foundation Type
Control Type
Ground planted/ Frangible/ Bolted/ Other
Photocell/ Relay/ Other
Origin of Power Supply
Cable Size and Type
Charge
Starter Type
Transformer/ Overhead Line/ St/Junct/Box
Total wattage
Table 1-18: Stormwater
Asset
Component
Type
Stormwater Inlet
Asset
Attribute
Required
Plan ID
Downstream MH ID
Property ID
Show
on
plans
Yes
Yes
Yes
Street Name
Yes
Street Type
Yes
Location
Reduced Level
Structure Type
Yes
Yes
Structure Material
Eastern Coordinate
Northern Coordinate
Asset Value
Install Date
Comments
Stormwater Pipeline
(including culverts)
Plan ID
Upstream MH ID
Downstream MH ID
Street Name
Yes
Yes
Yes
Yes
Street Type
Yes
Physical Location
Pipe Diameter
Pipe Length
Yes
Pipe Material
Joint Type
Invert Level Upstream
Invert Level
Downstream
Secondary Flow Path
Yes
Yes
Yes
Service Status
Yes
Asset Value
Install Date
Comments
Yes
Plan number used to identify as-built plan
Either property number or legal description
adjacent to manhole
If street name is not applicable use a property
deposited plan (DP) number
Qualifier to street name e.g. Crescent, Road, Lane,
etc
Private property, roadway, berm, reserve
Plain end pipe, headwall, in-ground chamber, etc.
Show structure location on plan
PVC, concrete, timber, etc
Refer Section 1.6.3.7 of this section
Installation date
Any pertinent comments (particularly water table
depth and soil conditions)
Use pipe-end ID if pipeline is simply blanked-off
Or ID of stormwater outlet structure
etc
Private property, roadway, berm, reserve,
adjoining street
Nominal bore
Length upstream MH to downstream MH
Material and strength classification
RRJ
Pipe invert level
Pipe invert level
Show on as-built plans (easement required on
private land). Not required on data sheet.
Abandoned or removed pipelines are required to
be identified on as-built records. Show “A” for
abandoned pipes, “R” for removed pipes,
otherwise leave blank
Installation date
Identify culverts
Asset
Component
Type
Stormwater Service
Connection
Asset
Required
Plan ID
Attribute
Upstream MH ID
Downstream MH ID
Property ID
Street Name
Yes
Yes
Yes
Yes
Street Type
Yes
Service Type
Service Pipe Diameter
Service Pipe Length
Service Pipe Material
Invert Level at Private
End
Depth at Private End
Eastern Coordinate
Connection
Northern Coordinate
Connection
Distance from left
(LB) or right (RB)
boundary
Distance from front
(FB) or back (BB)
boundary
Asset Value
Install Date
Comments
Stormwater Manhole
Show
on
plans
Yes
Yes
Yes
Yes
Yes
Use ‘Pipe-End ID’ if pipeline is simply blanked-off
Or ID of downstream asset
etc
Pipe drain, K & C connection
Nominal bore in millimetres
Pipe invert level
Depth from ground level to invert level
Coordinate of customer end of service connection
Coordinate of customer end of service connection
Yes
Distance to customer connection point relative to
left-hand or right-hand boundary facing the
property from the street
Yes
Plan ID
MH ID
Property ID
Yes
Yes
Yes
Street Name
Yes
Street Type
Yes
Lid Level
Invert Level
MH Diameter
Eastern Coordinate
Northern Coordinate
Service Status
Yes
Yes
Yes
Asset Value
Install Date
Comments
Stormwater Soakage
Trench
Plan ID
Yes
Street Name
Yes
Street Type
Yes
Refer Section 1.6.3.7 of this section.
Installation date
adjacent to manhole
etc
Top edge and northern part of rim casting
Nominal Bore of MH risers
Location as per lid level
Installation date
Asset
Type
Component
Asset
Required
Attribute
Location
Trench Soakage
Media
Length
Width
Depth
Ground Level
Invert Level
Eastern Coordinate –
End 1
Northern Coordinate
– End 1
End 2
Northern Coordinate
– End 2
Structure Type
Asset Value
Install Date
Comments
Stormwater Outlet
Show
plans
Yes
Yes
Yes
Yes
Yes
Plan ID
Upstream MH ID
Property ID
Yes
Yes
Yes
Street Name
Yes
Street Type
Yes
Location
Structure Type
Yes
Yes
Plan ID
Catchpit ID
Yes
Yes
Property ID
Yes
Street Name
Yes
Street Type
Catchpit Type
etc
Roadway, private, recreation reserve, etc
Structure material
Discharges To
Ground Level
Eastern Coordinate
Northern Coordinate
Asset Value
Install Date
Comments
Stormwater Catchpit
on
Yes
Only one set of coordinates is required if the
‘trench’ is circular, i.e. a ‘soakage hole’
Only one set of coordinates is required if the
‘trench’ is circular, i.e. a ‘soakage hole’
Proprietary name, lined hole, perforated pipe, etc.
Installation date
adjacent to manhole
etc
Plain end pipe, headwall, etc. Show structure
location on plan
PVC, concrete, timber, etc
Name of receiving water body, e.g. Waikato River
Location at point of stormwater discharge
Location at point of stormwater discharge
Installation date
Provide a catchpit ID to ensure correct association
of tabulated information and plan
adjacent to manhole
etc
Footpath berm, single or double sump, vertical
entry
Catchpit Grate Level
Asset
Type
Component
Stormwater catchpit
connection / lead
Asset
Attribute
Required
Eastern Coordinate
Northern Coordinate
Asset Value
Install Date
Comments
Plan ID
Yes
Catchpit ID
Yes
Downstream MH ID
Property ID
Yes
Yes
Street Name
Yes
Street Type
Yes
Connection Pipe
Diameter
Connection Pipe
Length
Connection Pipe
Material
Invert level
Downstream End of
Connection
Asset Value
Install Date
Comments
Stormwater
Channel
Open
Show
plans
on
Centre of catchpit grate
Centre of catchpit grate
Installation date
Identifier to associate pipeline with correct
catchpit
Or ID of downstream asset
adjacent to manhole
etc
Nominal Bore of connection pipeline
Yes
Material of connection pipeline
RL of pipeline invert when catchpit connected to a
manhole
Plan ID
Yes
Upstream Outlet ID
Yes
Downstream Inlet ID
Yes
Street Name
Yes
Street Type
Yes
Location
Yes
Channel Lining
Material
Channel Length
Channel Width
Average Depth
Invert Level
Downstream
Upstream Inlet.
Northern Coordinate
– Upstream Inlet
Yes
Yes
Yes
Installation date
Define lengths of open channel as draining
between structures or junctions with other water
courses / drains
Define lengths of open channel as draining
between structures or junctions with other water
courses / drains
etc
adjoining street
Length upstream outlet to downstream inlet
Formation depth, ground level to invert level
Yes
Yes
Asset
Type
Component
Asset
Attribute
Required
Downstream Outlet
Northern Coordinate
–Downstream Outlet
Asset Value
Show
plans
Install Date
Comments
Stormwater
Drain
Stormwater
Device
Subsoil
Control
Plan ID
Yes
Downstream MH ID
Street Name
Yes
Yes
Street Type
Yes
Location
Yes
Ownership
Pipe Diameter
Pipe Length
Pipe Material
Invert Level
Downstream
Upstream End
Northern Coordinate
– Upstream End
Downstream Outlet
Northern Coordinate
– Downstream Outlet
Asset Value
Install Date
Comments
Yes
Yes
Yes
Yes
Yes
Yes
Plan ID
Yes
Street Name
Yes
Street Type
Yes
Location
Site Plan
Yes
Type
Surface Area
Total Capacity
Live Storage Capacity
Yes
on
Refer Section 1.6.3.7 of this section excluding land
value, formation cost only
Installation date
Or ID of discharge point for drain
etc.
adjoining street
Public or private responsibility for the subsoil drain
Length upstream MH to downstream MH
PE, Earthenware, etc
Installation date
etc
Site plan showing detention area location and
contours relative to adjoining properties and
receiving watercourse.
To show control
structure(s) in both plan and elevation and access
provision
e.g. Detention area, wet detention pond, wetland,
chamber, etc
Surface area at top water level. On the plan, show
extent of pond at top water level
Total volume of detention area below top water
level
Volume of detention area between normal water
Asset
Type
Component
Asset
Required
Attribute
Top water level
Outlet invert
Show
plans
on
Yes
Yes
Asset Value
Secondary Flow Path
Install Date
Comments
Plan ID
Street Name
Yes
Yes
Street Type
Yes
Location
Site Plan
Yes
Type
Surface Width
Yes
Overflow Level
Yes
Asset Value
Comments
level and top water level
Level at which spillway becomes operative
Invert level of discharge control pipeline (lower
operating level)
Refer Section 1.6.3.7 of this section excluding land
Installation date
Any pertinent comments
desposited plan (DP) number
Qualifier to street name e.g. Crescent, Road, Lane
etc
Provate property, roadway, berm, reserve
Site plan showing secondary flow path location
and contours relative to adjoining properties and
receiving watercourse
e.g. grassed swale, concrete footpath
Surface width at top water level. On the plan,
show extent of secondary flow path at top eater
level
RL of point at which overflow into the secondary
flow path begins
Refer Section 1.6.3.7 of this section, exclude land
Any pertinent comments such as covered by
easement over xxx property title
Table 1-19: Wastewater
Asset
Component
Type
Wastewater Pipeline
Asset
Attribute
Required
Plan ID
Upstream MH ID
Downstream MH ID
Street Name
Street Type
Show
on
plans
Yes
Yes
Yes
Yes
Yes
Physical Location
Pipe Diameter
Pipe Length
Pipe Material
Joint Type
Invert Level
Downstream
Service Status
Asset Value
Install Date
Comments
Yes
Yes
Yes
Yes
Yes
Yes
Use ‘pipe-end ID’ if pipeline is simply blanked-off
etc
adjoining street
Nominal bore
Length from upstream MH to downstream MH
Material and strength classification e.g. uPVC SN16
e.g. RRJ
Pipe invert level
Pipe invert level
Installation date
Asset
Type
Component
Wastewater service
connection
Asset
Required
Attribute
Show
plans
Plan ID
Yes
Upstream MH ID
Downstream MH ID
Property ID
Yes
Yes
Street Name
Yes
Wastewater Manhole
Use pipe-end ID if pipeline is simply blanked-off
etc
Nominal bore
Yes
Yes
Pipe invert level
Depth from ground level to Invert Level
Coordinate of upstream end of service connection
Coordinate of upstream end of service connection
Yes
Left-hand or right-hand boundary facing the
Yes
Plan ID
MH ID
Property ID
Yes
Yes
Yes
Street Name
Yes
Street Type
Yes
Lid Level
Invert Level
MH Diameter
Eastern Coordinate
Northern Coordinate
Service Status
Yes
Yes
Asset Value
Install Date
Comments
Street Type
Service Pipe Length
Invert Level at Private
End
Depth at Private End
Eastern Coordinate
End 1
Northern Coordinate
End 1
Distance from left
(LB) or right (RB)
boundary
Distance from front
(FB) or back (BB)
boundary
Asset Value
Install Date
Comments
on
Yes
Installation date
adjacent to manhole
etc.
Top edge and northern part of rim casting
Invert level of wetwell
Nominal Bore of MH risers
Installation date
Wastewater
Asset
Component
Type
Pumpstation
Pump Station General
Pump
Well
Station
Storage Chamber
Valve Chamber
Wet
Asset
Required
Attribute
Show
plans
Plan ID
Street name
Yes
Yes
Street type
Yes
Pump Station Lot
Location
Yes
Install Date
Maximum Design
Flow Rates
Design ADWF
Design PWWF
Location
Yes
Rising Main Discharge
Point
Rising Main Diameter
Yes
Overflow Discharges
To
Yes
Overflow level
Length
Width
Diameter
Floor Elevation
Ground Elevation
Inlet Diameter
Inlet Elevation
Asset Value
Install Date
Comments
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Location
Yes
Length
Width
Diameter
Floor Elevation
Ground Elevation
Inlet Diameter
Inlet Elevation
Asset Value
Install Date
Comments
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Location
Yes
Water Supply
Backflow Prevention
Device
Rising Main Check
Valve
Rising Main Isolation
Yes
on
If street name is not applicable, use a property
Qualifier to street name, e.g. Crescent, Road, Lane,
etc
Show the pump station Lot boundary and surround
lots and roads, including the accessway up to the
Pump Station
Installation date
ADWF – average dry weather flow
PWWF – peak wet weather flow
Show on a separate pump station site layout plan
& cross-section plan at suitable scale
Manhole ID
The rising main should appear as an item on the
schedule of wastewater pipelines
Refer to the ID of the overflow pipe which should
appear as an item on the schedule of wastewater
pipelines
RL at which overflow begins
Internal length dimension of wet well
Internal width dimension of wet well
Internal diameter of wet well (circular wet wells)
Invert level of chamber
RL of wet well access covers
Repeat for each inlet
Installation date
& cross section plan at suitable scale
Internal length dimension of chamber
Internal width dimension of chamber
Internal diameter of chamber (circular chambers)
Invert level of chamber
RL of storage chamber access covers
Installation date
& cross section plan at suitable scale
Make & Model
Nominal Bore - Repeat for each valve
Nominal Bore - Repeat for each valve
Asset
Type
Component
Install Date
Comments
Location
Length
Width
Inlet Diameter
Inlet Elevation
Asset Value
Install Date
Comments
Bio Filter
Magflow Meter
Pumps
(repeat
pump)
Asset
Attribute
Required
Valve
Asset Value
for
each
Location
Manufacturer
Model Number
Magflow Serial
number
Asset Value
Install Date
Manufacturer
Model Number
Show
plans
Electrical Cabinet
Yes
Yes
Yes
Yes
Yes
Yes
Installation date
Telemetry
Nameplate current in amps
Nameplate power rating in kW
Refer section 2.4.3 - Repeat for each pump
Manufacturer
Model ID
Backup Battery Type
Start Level
Stop Level
High Alarm Level
Low Alarm Level
Overflow Alarm Level
Asset Value
Comments
Location
Pump Overload
Setting
Pump Contactor Type
Pump Starter Type
Asset Value
Install Date
Comments
RT Brand
RT Model
Aerial Type
Micrologix 110 Allen
Refer Section 1.6.3.7 of this section - Repeat for
each valve
Installation date
Show on a pump station site layout plan
Internal length dimension of chamber
Internal width dimension of chamber
Installation date
Any pertinent comments relating to the type of bio
filter media used
Performance Curve ID
Motor Serial Number
Motor Current Rating
Motor Power Rating
Asset Value
Comments
Level Controls
on
Repeat for each pump
Refer Section 1.6.3.7 of this section - lump sum for
whole level control system
Yes
electrical cabinet
Installation date
Asset
Type
Component
Asset
Attribute
Required
Bradley Module
Model
Asset Value
Show
plans
on
telemetry
Comments
Table 1-20: Water
Asset
Component
Type
Water Pipeline
Asset
Required
Plan ID
Pipe ID
Attribute
Show
on
plans
Yes
Yes
Pipe Diameter
Pipe Length
Yes
Yes
Laying Depth
Pipe Material
Joint Type
Service Status
Yes
Yes
Yes
Asset Value
Install Date
Comments
Water
Connection
Service
Plan ID
Yes
Pipe ID
Yes
Property ID
Street Name
Yes
Yes
Street Type
Yes
Service Pipe Length
Eastern Coordinate
Yes
Northern Coordinate
Toby Lid Level
Distance from left
(LB) or right (RB)
boundary
Meter Installed
Yes
Yes
Use a pipe numbering system to link individual
pipes and related information such as length,
diameter, material, coordinates, etc.Pipe ends
occur at pipe intersections and when pipe
diameter changes
Nominal bore
Show pipeline location on the plan
Show dimensions to adjacent boundaries
Average depth below ground level to top of pipe
RRJ, gibault, welded etc
Refer Refer Section 1.6.3.7 of this section – pipe,
pipe bends, and tees and associated fittings; show
valves and hydrants separately
Installation Date
Use a pipe numbering system to identify individual
pipes if Property ID or Street numbering is not
adequate.
etc
Nominal bore
Show pipeline location on the plan
Coordinate of customer end of service pipeline i.e.
at the service valve or toby
Coordinate of customer end of service pipeline i.e.
at the service valve or toby
From middle of toby lid
Distance to customer connection point relative to
left-hand or right-hand boundary facing the
Yes / no response (if yes complete a HCC ‘ Water
Meter’ form for each installation)
Asset
Type
Component
Water Valves
Asset
Attribute
Required
Install Date
Asset Value
Show
plans
Comments
Plan ID
Pipe ID
Yes
Yes
Property ID
Street Name
Yes
Yes
Street Type
Yes
Valve Size
Valve Manufacturer
Location
Eastern Coordinate
Northern Coordinate
Valve Level
Service Status
Yes
Yes
Asset Value
Install Date
Comments
Hydrants
Plan ID
Pipe ID
Yes
Yes
Property ID
Street Name
Yes
Yes
Street Type
Yes
Hydrant Size
Hydrant
Manufacturer
Location
Eastern coordinate
Northern coordinate
Hydrant Level
Service Status
Asset Value
Install Date
Comments
Yes
Yes
on
Installation Date
Refer Section 1.6.3.7 of this section – include all
components from tapping band to toby
adequate
etc.
Roadway, berm
Coordinate of valve
Coordinate of valve
From middle of Valve Lid
otherwise leave blank.
fittings such as gibaults, flanged spigots, surface
box, marker post, etc
Installation Date
Any pertinent comments such as ‘attached to
anchor block’
adequate
etc.
Roadway, berm
Coordinate of hydrant
Coordinate of hydrant
From middle of Hydrant Lid
otherwise leave blank.
fittings such as gibaults, flanged spigots, surface
box, marker post, etc
Installation Date
Appendix C
RAMM FORMS
Table 1-21: RAMM Forms
Form No.
Title
F1.1
F1.2
F1.3
F1.4
F1.5
F1.6
F1.7
F1.8
F1.9
F1.10
F1.11
F1.12
F1.13
F1.14
F1.15
F1.16
F1.17
F1.18
F1.19
F1.20
How to Measure
Carriageway Inventory
Carriageway Surfacing
Pavement Structure
Signs Inventory
Pavement Rehabilitation
Surface Water Channel
Footpath and Footpath Surfacing Information
Berm Inventory
Crossing Inventory
Street Pole Inventory Form 1
Streetlight Bracket / Lantern Inventory Form 2
Drainage Inventory
Railing Information
Retaining Wall Inventory
Minor Structure Inventory
Bridge Inventory
Feature Inventory
Traffic Island Inventory
Parking or Bus Bays
Referance Locations
•Location referencing is used to assign a unique address to each asset on the roading network.
•A displacement, offset and side defines a position along the carriageway section of each asset. It is a unique address
given to each asset and is expressed as a distance in meters from the road origin when travelling in the increasing
direction along the carriageway.
•All offset (excluding surfacing and pavement layers are recorded from the center line of the road origin.
•The location referencing or displacements are measure from the start of the road origin to either the start of the asset or
location of the asset travelling in the increasing direction.
•To define the start of the roads origin a carriageway report will need to be used unless it's a new road/street. A
carriageway report can be requested by calling the Hamilton city council, transportation department.
New Roads
•For new carriageways a carriageway form must be completed
•Measurements MUST be performed using a calibrated terra trip meter. This is NOT the vehicle odometer
•All carriageways must have a start location and an end location in meters and start & end names.
•For example: John st (in blue)
•Start location 0m - Phil st
•End location 250m - Max st
Taylor St (in Red)
•Start location 0m - Phil st
Split at 245m - Max St
•End location 270m - Cul-de-sac
Max St (in Yellow)
•Start location 0m - Taylor st
Split at 230m - John St
•End location 320m - Cul-de-sac
Issue 1: April 2008
CARRIAGEWAY INVENTORY
CARRIAGEWAY SECTION
Road Number
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
:
]
]
End Displacement
: [
: [
Area
Sub-Area
End Name
]
(Sector)
]
* See note:
MISCELLANEOUS
Road class
Urban / Rural
Hierarchy
Pavement type
Pavement Use
Use category
CARRIAGEWAY
:
:
:
:
:
[
[
[
[
[
: [
]
]
]
]
]
]
EXTRA AREAS
RESPONSIBILITY
[
[
: [
: [
Bus Bays
:
Islands
:
Intersections
Other Areas
] sq m
] sq m
] sq m
] sq m
Length
:
Width
:
Reserve width
:
Irregular/regular
:
No of lanes
:
Lane width
:
[
[
[
[
[
[
DATA SOURCES
Owner type
:
[
]
Name
: [
Controlled by
:
[
]
Date
: [
Maintained by
:
[
]
Name
: [
Updated
: [
Prepared by:
]m
]m
]m
]
]
]m
Return to:
]
/
/
]
/
/
]
]
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Attention: Nick Cantlon
Phone: (07) 838 6868
* All road start displacements are taken from the centreline of the intersecting road. The direction of increasing
is indicated by the start and end name in RAMM.
Johns Road
Scotts Road starts
at the centreline of
Johns Road (as
shown)
LHS
RHS
Issue 1: April 2008
CARRIAGEWAY SURFACING
* 1st Coat Seals (includes membrane), 2nd Coat Seals and Reseals
Road Name
:
:
[
[
Surfacing Section
:
Please use RAMM distances (m)
Surface Start (m)
Surface End (m)
:
:
Surfacing Information
:
Date of Work
Surface Function * (See below)
:
:
Surface Material
:
Width Sealed
Full Width (circle one)
:
:
:
:
:
Cutter Quantity
:
Adhesion Quantity
:
Additive Quantity
:
Flux Quantity
:
Road ID
*
]
]
(House number, seal join or road location)
Length *
Offset from LHS edge:
Area Sealed sq.m.
Surf Start Name : [
Surf End Name : [
[
[
[
[
[
[
[
[
Y
/
[
[
[
[
]
]
]
]
]
]
]
]
N
] pph
] pph
] pph
] pph
Average Least Dimension (if known)
: [
: [
: 1st
: [
: [
: [
: [
: [
Cutter Type
: [
Adhesion Type
: [
Additive Type
: [
Binder Type: example B180/200
: [
Res. App. Rate
: [
Expected Surface Life (Years)
Depth / Thickness
Size / Grade
Aggregate Source
Contractor
Contract Number
Polished Stone Value (if known)
]
]
[
]
2nd [
]
]
]
]
]
] mm
]
]
]
]
(Bitumen; Emulsion etc.and Penetration Grade)
] Litres/sq. meter or @ Binder content
Comments: [
]
Note: Boxes marked * not required to be completed by contractor
Road Name
:
:
[
[
Surfacing Section
:
Please use RAMM distances (m)
Surface Start (m)
[
[
]
]
Surf Start Name : [
Surface End (m)
:
:
Surfacing Information
:
Date of Work
Surface Material
:
Width Sealed
Full Width (circle one)
:
:
:
:
:
[
[
[
[
[
[
[
[
]
]
]
]
]
]
]
]
Expected Surface Life (Years)
Surface Function * (See below)
:
:
Cutter Quantity
:
Adhesion Quantity
:
Additive Quantity
:
Flux Quantity
:
Road ID
*
]
]
]
(House number, seal join or road location)
Length *
Offset from LHS edge:
Area Sealed sq.m.
[
[
[
[
Y
/
N
] pph
] pph
] pph
] pph
]
]
Surf End Name : [
Average Least Dimension (if known)
: [
: [
: 1st
: [
: [
: [
: [
: [
Cutter Type
: [
Adhesion Type
: [
Additive Type
: [
Binder Type: example B180/200
: [
Depth / Thickness
Size / Grade
Aggregate Source
Contractor
Contract Number
Polished Stone Value (if known)
]
]
[
]
2nd [
]
]
]
]
]
] mm
]
]
]
]
(Bitumen; Emulsion etc.and Penetration Grade)
Res. App. Rate
: [
] Litres/sq. meter or @ Binder content
Comments: [
]
* = Not required if unknown
Function : 1st = First Coat Seal (Includes Membrane Seal), 2nd = SECOND COAT SEAL, R= RESEAL,
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
Surface Function
1 - First Coat
2 - 2nd Coat Seal
R - Reseal
Surface Material
Material
AC
BOLID
B/S
BBM
CONC
INBLK
LOCK
METAL
OGPA
OGEM
OTHER
PSKID
PSEAL
RACK
RCHIP
SGRIP
1CHIP
SLRY
SMA
TEXT
2CHIP
VFILL
Description
Asphaltic concrete
BOLIDT Polyurethane Mix
Bicouche/Sandwich
Bitumen Bound Macadam
Concrete
Interlocking concrete blocks
Locking Coat Seal
Metal running course
Open Graded Porous Asphalt
Open graded emulsion mix
Other material type
Premium skid surface PSV >70
Prime and seal
Racked in Seal
Red Chip Seal (McCullum)
SAFEGRIP-safety surface
Single Coat Seal
Slurry Seal
Stone Mastic Asphalt
Texturising Seal
Two Coat Seal
Void fill seal
Surface Binder
Binder
Description
3POT
ANTI-SKID TREATMENT BINDER
B130
Bitumen 130/150
B180
Bitumen 180/200
B45
Bitumen 45/55
B60
Bitumen 60/70
B80
Bitumen 80/100
E180
Emulsion 180/200
E80
Emulsion 80/100
PORT
Portland Cement
UNKN
Unknown
WATR
Water
Issue 1: April 2008
PAVEMENT STRUCTURE
Location Information:
Road ID
Road Name
:
:
Structural Information:
LAYER 1 - TOP (Not Surface Information)
Start_m
End_m
Date of Work
Offset
Width
Material
Thickness
Source
Rehab?
[
[
[
[
[
[
[
[
[
]
]
[
[
[
[
[
[
[
[
[
]
]
Start_m
End_m
]
]
]
]
]
]
]
LAYER 4
Start_m
End_m
Date of Work
Offset
Width
Material
Thickness
Source
Rehab?
LAYER 2
Date of Work
Offset
Width
Material
Thickness
Source
Rehab?
LAYER 3
[
[
[
[
[
[
[
[
[
]
]
[
[
[
[
[
[
[
[
[
]
]
Start_m
End_m
]
]
]
]
]
]
]
LAYER 5
Start_m
End_m
]
]
]
]
]
]
]
Date of Work
Offset
Width
Material
Thickness
Source
Rehab?
Date of Work
Offset
Width
Material
Thickness
Source
Rehab?
[
[
[
[
[
[
[
[
[
]
]
[
[
[
[
[
]
]
SUBGRADE
Start_m
End_m
]
]
]
]
]
]
]
Test Date
Material
CBR result
Return to:
Agent
Quantity
[
[
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Example
Layer 1 M40 / AP40
150mm
Layer 2 AP65
250mm
Layer 3 Clay
200mm CBR = 5
]
]
]
(Soaked/Unsoaked/Field S U F
Comments:
Prepared by:
]
]
]
]
]
]
]
]
]%
Issue 1: April 2008
Material Code
125 OL
300 L/
PM01
300 LI
PM02
AP100
AP150
AP20
AP40
AP65
AP7
BOLDER
COMP
CR
DEFAUL
DIGOUT
FABRIC
FILTER
GAP100
GAP150
GAP20
GAP40
GAP65
GAP7
LIME/C
LIME
M3
M4
M5
NOT KN
SEALS
STRIP
RR
ROP300
ROP500
ROR300
ROR500
SAP100
SAP150
SAP20
SAP40
SAP65
SAP7
Description
125 OLAY/150 CE
300 L/100 OLAY
300 L/200 C
300 LIME/100 CE
300 LIME/100 OL
All passing 100mm sieve
All passing 20MM sieve
Boulders - Uncrushed Random
Composite of different recycle
Crusher Run
DEFAULT ENTRY
DIGOUT
Fabric
Filter cloth
Graded all passing 100mm sieve
LIME/CEMENT
Lime Rock
M3 Specification
M4 Specification
M5 Specification
NOT KNOWN
Old seals
Quarry Strippings - Ungraded
River Run
Run of Pit - Graded Max 300mm
Run of Pit - Graded Max 500mm
Run of River - Graded Max 300
Run of River - Graded Max 500
Scoria all passing 100mm sieve
Scoria all passing 20MM Sieve
Issue 1: April 2008
SIGNS INVENTORY
CARRIAGEWAY SECTION
Road ID
:
Road Name
:[
]
SIGN INFORMATION
Type
Disp / Location
Side
Offset
Sign Width
Sign Height
Legend
Reverse Legend
Ledg Material
Ledg Colour
Bak Material
Bak Colour
Substrate
Installed Date
Attached to i.e Pole
Type
Disp / Location
Side
Offset
Width
Height
Legend
Reverse Legend
Ledg Material
Ledg Colour
Bak Material
Bak Colour
Substrate
Installed Date
Attached to i.e Pole
Comments
:
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
PAVEMENT REHABILITATION
Location Information:
Road ID
Road Name
: [
: [
]
]
Rehabilitation Information:
LAYER NUMBER
Date of Work
Start
End
Offset
Width
Type
Depth
Agent
Quantity
:
:
:
:
:
:
:
:
:
LAYER NUMBER
[
[
[
[
[
[
[
[
[
]
]
]
]
]
]
]
]
]
[
[
[
[
[
[
[
[
[
]
]
]
]
]
]
]
]
]
Date of Work
m
Start
m
End
m
Offset
m
Width
Type
mm
Agent
%
LAYER NUMBER
Quantity
Comments
: [
Start
End
Offset
Width
Type
Depth
Agent
Prepared by:
Quantity
LAYER NUMBER
[
[
[
[
[
[
[
[
[
]
]
]
]
]
]
]
]
]
[
[
[
[
[
[
[
[
[
]
]
]
]
]
]
]
]
]
Date of Work
Start
m
End
m
Offset
m
Width
m
Type
Depth
mm
Agent
%
Quantity
LAYER NUMBER
:
:
:
:
:
:
:
:
:
Date of Work
Depth
:
:
:
:
:
:
:
:
:
Date of Work
m
Start
m
End
m
Offset
m
Width
Type
mm
Depth
Agent
%
Quantity
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
[
[
[
[
[
[
[
[
[
]
]m
]m
]m
]m
]
] mm
]
]%
[
[
[
[
[
[
[
[
[
]
]m
]m
]m
]m
]
] mm
]
]%
LAYER NUMBER
Date of Work
Start
m
End
m
Offset
m
Width
m
Type
Depth
mm
Agent
%
Quantity
:
:
:
:
:
:
:
:
:
]
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
SURFACE WATER CHANNEL
CARRIAGEWAY SECTION
Road ID
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
:
]
]
End Displacement
End Name
* See note:
SWC LOCATION
(Use a differnet block if the characteristics of the SWC vary significantly within the
carriageway section example: change from MKCC to KCC)
Material
Side
Start location
End location
Length
Distance to Seal
Constructed
Type of SWC*
Material
Side
Start location
End location
Length
Distance to Seal
Date of Work
Type of SWC*
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
Material
L/R
Side
Metres
Start location
Metres
End location
Metres
Length
Metres
Distance to Seal
Constructed
Type of SWC*
Material
L/R
Side
Metres
Start location
Metres
End location
Metres
Length
Metres
Distance to Seal
Constructed
Type of SWC*
Material
Side
Start location
End location
Length
Distance to Seal
Constructed
Type of SWC*
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
L/R
Metres
Metres
Metres
Metres
L/R
Metres
Metres
Metres
Metres
Material
:
:
:
:
:
:
:
L/R
Side
Metres
Start location
Metres
End location
Metres
Length
Metres
Distance to Seal
Constructed
Type of SWC*
:
:
:
:
:
:
:
L/R
Metres
Metres
Metres
Metres
Notes:
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
is indicated by the start and end name in RAMM. The distance from seal is from the Edge of seal either side
Issue 1: April 2008
Example for a part on the left hand side.
Material
:
Con
Material
: Con
Side
:
L
L/R
Side
: L
L/R
Start location
:
7
Metres
Start location
: 55
Metres
End location
:
45
Metres
End location
: 70
Metres
Length
:
38
Metres
Length
: 15
Metres
Distance to Seal
:
0.0
Metres
Distance to Seal
: 0
Metres
Constructed
:
25/12/2007
Constructed
: 25/12/2007
Type of SWC*
:
KCC
Type of SWC*
: KCC
Material
:
Con
Material
: Con
Side
:
L
L/R
Side
: L
L/R
Start location
:
70
Metres
Start location
: 70
Metres
End location
:
100
Metres
End location
: 100
Metres
Length
:
30
Metres
Length
: 30
Metres
Distance to Seal
:
0.0
Metres
Distance to Seal
: 2
Metres
Constructed
:
25/12/2007
Constructed
: 25/12/2007
Type of SWC*
:
DC
Type of SWC*
: KCC
Example for a part on the right hand side.
Material
:
Con
Material
:
Side
:
R
L/R
Side
: R
L/R
Start location
:
7
Metres
Start location
: 25
Metres
End location
:
25
Metres
End location
: 60
Metres
Length
:
18
Metres
Length
: 35
Metres
Distance to Seal
:
0.0
Metres
Distance to Seal
: 2.5
Metres
Constructed
:
25/12/2007
Constructed
: 25/12/2007
Type of SWC*
:
KCC
Type of SWC*
: SWCD
Material
:
Con
Material
: Con
Side
:
R
L/R
Side
: R
L/R
Start location
:
60
Metres
Start location
: 60
Metres
End location
:
70
Metres
End location
: 70
Metres
Length
:
10
Metres
Length
: 10
Metres
Distance to Seal
:
0.0
Metres
Distance to Seal
: 2
Metres
Constructed
:
25/12/2007
Constructed
: 25/12/2007
Type of SWC*
:
DC
Type of SWC*
: KCC
Issue 1: April 2008
FOOTPATH AND FOOTPATH
SURFACING INFORMATION
ROAD SECTION
Road Number
Start Displacement
End Displacement
:
:
:
Road Name
Start Name
End Name
Please add new where Position changes and footpath stops for side road(s).
NEW FOOTPATH LOCATION
Positions are: B=Boundary; E or J = Accessway (Ends away from road) (Joins another road)
K=Kerb, L=Looping F/P, M=Middle, R=F/P Remote from road), U=Unknown
Position
Side
Start Displacement
End Displacement
Length
Width
Surface Material
Binder
Date of Work
Depth / Thickness
(mm)
:
:
:
:
:
:
:
:
:
[
[
[
[
[
[
.
[
[
[ / /
]
]
]
]
]
]
]
]
]
*B /E /J /K /L /M /R /U
Left / Right
Metres
Metres
Metres
Metres
Side
Start Displacement
End Displacement
Length
Width
Surface Material
Binder
Date of Work
Depth / Thickness
(mm)
Recon / Re-surf
:
:
:
:
:
:
:
:
:
[
[
[
[
[
[
.
[
[
[ / /
: [
[
]
]
]
]
]
]
]
]
]
Side
[
[
[
[
[
[
.
[
[
[ / /
]*B /E /J /K /L /M /R /U
]Left / Right
]Metres
]Metres
]Metres
]Metres
]
]
]
Depth / Thickness
(mm)
: [
]
Recon / Re-surf
[
]
Position
:
:
Start Displacement :
End Displacement :
Length
:
Width
:
Surface Material
:
Binder
:
Date of Work
:
Position
: [
]
[
]
Recon / Re-surf
*B /E /J /K /L /M /R /U
Left / Right
Metres
Metres
Metres
Metres
]
]
:
:
Start Displacement :
End Displacement :
Length
:
Width
:
Surface Material
:
Binder
:
Date of Work
:
Position
Side
Depth / Thickness
(mm)
Recon / Re-surf
[
[
[
[
[
[
.
[
[
[ / /
: [
[
]*B /E /J /K /L /M /R /U
]Left / Right
]Metres
]Metres
]Metres
]Metres
]
]
]
]
]
Comments
Prepared by:
Return to: Hamilton City Council
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
Example of start and end locations and Positions
The line marks are where the sections should stop and a new footpath section started.
The 0m point is always the start of the road - indicated with a blue +
Issue 1: April 2008
BERM INVENTORY
CARRIAGEWAY SECTION
Road ID
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
:
]
]
End Displacement
End Name
Type is B: Bank (up or down hill) or L : Level (Flat)
BERM LOCATIONS
Type
Start Displacement
End Displacement
Width
Side
Plants
Trees (No.)
Comments
Type
Start Displacement
End Displacement
Width
Side
Plants
Trees (No.)
Comments
:
:
:
:
:
:
:
:
[
[
[
[
[
[
[
[
:
:
:
:
:
:
:
:
[
[
[
[
[
[
[
[
]
]
]
]
]
.
B/L
Type
Metres
Start Displacement
:
: [
[
End Displacement
: [
Width
: [
Side
: [
Plants
: [
Trees (No.)
: [
Comments
: [
Metres
Metres
Left / Right
]
]
]
]
.
B/L
]
]
]
]
:
Start Displacement
:
End Displacement
:
Width
:
Side
:
Plants
:
Trees (No.)
:
Comments
:
Type
Metres
Metres
Metres
Left / Right
]
]
]
Prepared by:
[
[
[
[
[
[
[
[
]
B/L
]
]
]
]
.
Metres
Metres
Metres
Left / Right
]
]
]
]
.
B/L
]
]
]
]
Metres
Metres
Metres
Left / Right
]
]
]
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Plant Cover Types and Codes
C
F
FC
FS
FSC
Cover
Flowers
Flowers, Cover
Flowers, Shrubs
Flowers, Shrubs, Cover
G
GC
GF
GFS
GS
Grass
Grass, Cover
Grass, Flowers
Grass, Flowers, Shrubs
Grass, Shrubs
S Shrubs
SC Shrubs, Cover
CROSSING INVENTORY
CARRIAGEWAY SECTION
Road ID
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
:
]
]
End Displacement
Types :
End Name
BK Bevelled Kerb; BR Bridge;
Compliant; Non-compliant; Unknown
HD Heavy duty, SL Slot
CROSSING LOCATION
Side
Carriageway Section
:
:
[
[
] Left / Right
]
House Number
Width
Type
Quantity
Complies
Condition
Date Inspected
Date Constructed
Side
Carriageway Section
:
:
:
:
:
:
:
[
[
[
[
[
[
[
:
:
[
[
Date Constructed
[
[
[
[
[
[
[
Comments
:
[
Quantity
Complies
Condition
Date Inspected
]
:
:
:
:
:
:
:
]
]
]
]
]
/
/
Left / Right
]
/
/
] Metres
]
]
]
]
/
]
/
]
] Left / Right
]
Width
Type
Quantity
Complies
Condition
Date Inspected
Date Constructed
Side
Carriageway Section
[
[
[
[
[
[
[
/
/
: [
: [
]
:
:
:
:
:
:
:
]
]
]
]
]
/
/
Metres
]
]
Left / Right
]
House Number
:
:
:
:
:
:
:
Type
Carriageway Section
: [
: [
House Number
House Number
Width
Side
/
/
] Metres
]
]
]
]
/
]
/
]
Width
Type
Quantity
Complies
Condition
Date Inspected
Date Constructed
[
[
[
[
[
[
[
/
/
Metres
]
]
]
1=excellent; 2=good; 3=average
4=poor, 5=very poor, U=unknown
PLEASE UPDATE RAMM ACCORDING THESE RECORDS
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Example
Issue 1: April 2008
To be used with Streetlight Form No.2
STREETLIGHT POLE
INVENTORY - Form 1
FORM NUMBER 1 FOR STREET LIGHTS
CARRIAGEWAY SECTION
:
Road Name
:
]
:
End Displacement :
Start Name
:
:
]
]
Road ID
Start Displacement
End Name
* See note:
POLE LOCATION & DETAILS
If all Poles are the same only one entry required.
:
[
/
/
]
Shape
Material
:
[
]
Make
Owner
:
[
]
Mount
Displacement
:
[
] Metres
Displacement
Side
:
[
] L/R
Side
Offset
:
[
] Metres
Offset
Pole Number
:
[
]
Pole Number
House Nos
[
]
House Nos
Comments
:
[
] Comments
Installed
Offset
:
:
:
Pole Number
:
Displacement
Side
House Nos
Comments
:
[
[
[
[
[
[
] Metres
] L/R
] Metres
]
]
DIMENSIONS
:
:
:
:
:
:
:
Offset
:
:
:
Pole Number
:
Displacement
Side
House Nos
] Comments
:
[
[
[
[
[
[
[
[
[
]
]
]
]
]
]
]
]
[
[
[
[
[
[
:
:
:
:
:
[
[
[
[
[
Control
:
[
]
Displacement
Offset
:
:
:
]
]
]
Pole Number
:
[
[
[
[
[
[
[
[
[
[
[
[
]
]
]
Side
House Nos
]
]
]
Comments
:
Displacement
Offset
:
:
:
Pole Number
:
Side
]
]
House Nos
]
INTERSECTS WITH ROAD
If all Poles are the same only one entry required.
Level
:
[
] Metres
Road Number
Accuracy
:
[
] E/M/N
Start Disp.
Max. Base
:
[
] mm
End Disp.
Min. Base
:
[
] mm
Displacement
Use Height
:
[
] Metres
Side
Prepared by:
:
Comments
:
]
]
INSTALLATION REPLACEMENT
]
] Metres
] Metres
] Metres
]L/R
Return to:
Installed
:
[ / / ] ddmmyy
Dispatch ID
:
[
]
Reason
:
[
]
Replaced
:
[ / / ] ddmmyy
Dispatch ID
:
[
]
Reason
:
[
]
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
]
]
Issue 1: April 2008
To be used with Streetlight Form No. 1
STREETLIGHT BRACKET /
LANTERN INVENTORY Form 2
FORM NUMBER 2 FOR STREET LIGHTS
CARRIAGEWAY SECTION
Road ID
:
Road Name
:
]
:
Start Name
:
:
End Name
:
If all Poles, Lights and Gear are the same only one entry required.
]
]
Start (m)
End (m)
POLE LOCATION
Displacement
: [
]
BRACKET DETAILS
: [
Type
: [
Angle
: [
Height
: [
Accuracy
: [
Outreach
: [
Comments
: [
Bracket ID
A = All from form 1 or displacement of each if different.
BRACKET INSTALLATION / REPLACEMENT
]
]
]
]
]
]
Installed
: [
Dispatch ID
: [
/
/
] ddmmyy
degrees
Reason
: [
Metres
Replaced
: [
E/M/N
Dispatch ID
: [
]
Metres
Reason
: [
]
]
]
/
/
] ddmmyy
]
LIGHT, GEAR & LAMP DETAILS
Owner
: [
Description
: [
]
Light ID
: [
]
Supply Point
: [
] OH /UG /UN
]
LIGHT
GEAR
LAMP
Make
: [
]
Make
: [
]
Make
: [
Model
: [
]
Model
: [
]
Model
: [
Installed
: [
] ddmmyy
Installed
: [
] ddmmyy
Installed
: [
Dispatch ID
: [
]
Dispatch ID
: [
]
Dispatch ID
: [
]
Reason
Reason
]
Status
: [
: [
: [
Status
: [
: [
Tilt
: [
Comments
: [
Comments
: [
Replaced
: [
Replaced
: [
] ddmmyy
Dispatch ID
: [
Dispatch ID
: [
]
Reason
: [
Reason
: [
/
/
]
] New / Reconditioned
]
degrees
]
/
/
/
/
]
Reason
] New / Reconditioned Comments
]
]
/
]
]
/
/
] ddmmyy
]
]
Replaced
: [
/
Dispatch ID
: [
]
Reason
: [
]
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
] ddmmyy
: [
]
Prepared by:
/
/
] ddmmyy
SLIM CODES
LIGHT
MAKE
LIGHT MODELS
Bega
9166
Betacom
GL500
Fisher
Vogue
SAME MODELS FOR ALL GEARS
Description
LAMP MAKE
Crompton
Typical for 100W
GEC/Osram
Typical for 135W (SOX)
Gough
Typical for 150W
Sylvania
Typical for 250W
150W HPS
Thorn
Typical for 250W (MV)
160W Blended
Unknown
Typical for 400W
2x20W Fluorescent
70w hps
Typical for 50W
250W MV
Blended 160w Type(a)
Typical for 70W
250W HPS
Blended 160w Type(b)
Typical for 80W (MV)
250W Blended
Blended 160w Type(c)
Typical for 90W (SOX)
50W HPS
Blended 250w Type(d)
Typical for fluoresc (2x20,30)
70W HPS
150w hps
50W HPS
GEC/OSRAM
Blended 250w Type(e)
Code
Z9544 90W Sox
Kendelier
Lighting
Sphere
Type
CA
Cross arm/angle - CA
Cross arm/angle - CA1
150W HPS
G500
CH
Cross arm/horizontal - CH
250W HPS
G600
FA1
Face/angle - FA1
50W HPS
G700
FH
Face/horizontal - FH
70W HPS
Radiata Major
FV
Face/vertical - FV
SA
Side/angle - SA
100w decorative
SA1
Side/angle - SA1
150W HPS
150w decorative
SCD
Side/curved/decorative - SCD
250W HPS
50w decorative
SH
Side/horizontal - SH
50W HPS
70w decorative
SHD
Side/horizontal/decorat - SHD
70W HPS
100W HPS
Side/vertical - SV
Top/angle - TA
B2222
TA1
Top/angle - TA1
150W HPS
B2224
TC
Top/curved - TC
250W HPS
B2227
TCD
Top/curved/decorative - TCD
400W HPS
Top/horizontal - TH
Top/horizontal/decorative THD
50W HPS
TH
THD
ROADSTAR
TV
Top/vertical - TV
Urban Maxi
TV1
Top/vertical - TV1
50
TVD
U
Top/vertical/decorative-TVD
Unknown
Sylvania
100W HPS
70W HPS
Unknown
100W HPS
150W HPS
160W Blended
2x20W Fluorescent
POLE MAKE
Unknown
Pole Make
CSP
Vision
Concepts
PHILIPS
100W HPS
TA
D20
Unknown
Gough
SV
B3000
Decorative
70w,100w,150w
Thorn
Description
CA1
Sphere Type
Sylvania
90W SOX
BRACKET TYPE
D20
100W HPS
80W MV
Boston 3
Gough
LAMP MODEL
2x20W Fluorescent
Atco
100w
GEC
GEAR MAKE
Decorative
50w,70w,100w
Description
250W HPS
250W MV
CSP Pacific
50W HPS
FC
Fibreglass Company
70W HPS
FVL
Fisher Vogue Lighting
80W MV
HUME
Humes Concrete
90W SOX
Description
KL
Kendelier Lighting
Unknown
CIRC
Circular
PNZ
HEX
Hexagonal
SP
Spunlite
LATT
Lattice
SG
Steel Gal Industries
OCT
Octagonal
SL
Sylvania Lighting
RECT
Rectangular
UNK
Unknown
TRI
Triangular
U
Unknown
U
Unknown
VC
POLE SHAPES
Pole Shape
Power New Zealand
Vision Concepts
WH
Windsor Heritage
Issue 1: April 2008
DRAINAGE INVENTORY
CARRIAGEWAY SECTION
Road ID
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
:
]
]
End Displacement
End Name
CULVERT LOCATION
[
Outlet
:
:
:
:
:
:
:
:
:
:
Material ***
:
[
Waterway name
: [
Type*
Date
Culvert Number
Displacement
Offset from C/line
Side
Length
Diam / Height / Depth
Inlet
[
[
[
[
[
[
[
[
[
]
.
]
]
]
]
]
]
]
]
]
(If known)
Metres
Metres
L/ R
Metres
mm
Yes / No / Grid
Yes / No
]
]
Type*
:
:
Culvert Number
:
Displacement
:
Offset from C/line
:
Side
:
Length
:
Diam / Height / Depth :
Inlet
:
Outlet
:
[
Date
[
[
[
[
[
[
[
[
[
Material ***
:
[
Waterway name
:
[
]
.
]
]
]
]
]
]
]
]
]
(If known)
Metres
Metres
L/ R
Metres
mm
]
]
CATCH PITS AND MANHOLES
Type
Comments
location
Offset
Side
Material
Notes
:
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
Type
Detailed Description
BSUMP
Berm Sump
SCI
Cast Iron Grate
CUL
Culvert
DAM
Dam
GRID
Debris catching grid
DWELL
Deep well shaft
DSEG
Double SE (grate)
DS
Double Sump
DCHM
Drop Chamber
FLUME
Flume down batter
MHOLE
Manhole
OTHER
Other (comments required)
OFCUL
Outfall Culvert
RAING
Rain Garden
SEG
SE with grate
SCOUR
Scour Protection
SDCUL
Side Culvert
SE
Side Entry Sump
SIDE
Side drain
SS
Single Sump
SLOT
Slot Channel w Grate
SP
Soak pit
SPILL
Spillway
SUB
Subsoil drain
SUMP
Sump
SWC
Surface Water Channe
WR
Water Race
SBEW
Web Grate Back Entry
WEIR
Weir
Example: Offsets measured from centerline
Type
Type
BSUMP
SCI
CUL
DAM
GRID
DWELL
DSEG
DS
DCHM
FLUME
MHOLE
OTHER
OFCUL
RAING
SEG
SCOUR
SDCUL
SE
SIDE
SS
SLOT
SP
SPILL
SUB
SUMP
SWC
WR
SBEW
WEIR
Detailed Description
Description
Berm Sump
Cast Iron Grate
Culvert
Dam
Debris catching grid
Deep well shaft
Double SE (grate)
Double Sump
Drop Chamber
Flume down batter
Manhole
Other
Outfall Culvert
Rain Garden
SE with grate
Scour Protection
Side Culvert
Side Entry Sump
Side drain
Single Sump
Slot Channel w Grate
Soak pit
Spillway
Subsoil drain
Sump
Surface Water Channe
Water Race
Web Grate Back Entry
Weir
Drain Entry
CP
DC
FL
GD
HC
HT
M
MH
N
OT
RC
RH
SB
Y
G
Material
ALUM
ARMCO
AC
CON
EW
FAB
HDPE
NG
PVC
SSD
STEEL
STONE
WOOD
WILL
INLET AND OUTLET DISCRIPTIONS
Description
Catchpit
Drop Chamber
Flume
Grid
Headwalls (Concrete)
Headwalls (Timber)
MANHOLE
Manhole
No
Other Structure
Rock Wall (Cemented)
Rock Wall (Hand Placed)
Sandbags
Yes
Yes with a Grating
DRAIN MATERIAL
Description
Aluminium
Armco
Asbestos cement
Concrete
Earthenware
Fabric
H Density Polyethyl
Natural Ground
Poly Vinyl Chloride
Slotted Strip Drain
Steel
Stone
Timber construction
Willow Saplings/logs
Issue 1: April 2008
RAILING INFORMATION
CARRIAGEWAY SECTION
Road Number
:
Road Name
:
Start Displacement
:
Start Name
End Displacement
:
End Name
:
:
Type
:
[
]
Start (m) [
HR=
NJ=
SDCC=
SIBC=
FEC A-H=
CHAIN=
OTHER=
PEDCW=
Length
:
[
Side
:
Offset
:
[
[
] m
.
] End (m) [
Hand Rail
New Jersey Barrier
Steel Drum Crash Cushion
Steel Median Barrier IBC
ACC Fence types A-H (use one type only)
Access Barrier Chain
Doesn't fit any defined type (describe below)
Pedestrian Barrier At Kerb
SR=
STP=
SWR=
TBGR=
TRIC=
WGR=
Date installed (if known) : [
] Left/Right/Centre/Unknown
] m
]
Sight Rail
Steel Tube Post Barrier
Steel Wire Rope Barrier
TTHRIE Beam Steel Guard Rail
TRIC Block Concrete Barrier
W Section Guard Rail
]
: [
Ground Height (to top) : [
Width (if applicable)
.
.
] m
] m
(from road centreline)
Ground fixture type
[
: [
: [
: [
Attachments
: [
Colour
: [
Make (if known)
: [
Material
:
Shape
Railing Start type
Railing End type
:
]
]
]
]
Curved/S bend/straighT
Bull Nose/Cable End /Unkown
Terminal End/Fishtail or Butterfly
GP Ground Plant / NA Not appl / TP1M Timber posts 1m interval /
TP2M Timber posts 2 m interval / TP3M Timber posts 3m interval / UN Unknown
[
]
]
]
]
ARMCO / COMP Steel Composite / CON Concrete / DRUM Steel Drum / EARTH /
GALV Galvanised steel / GT Galv Rail & Timber parts / PT Plastic & Timber parts / STEEL / STONE
/ UN Unknown / WOOD
RESPONSIBILITY
Owner Type
Controlled by
Maintained by
BARRIER / FENCE / RAILING CONTINUES INTO:
[
: [
: [
:
]
]
]
Road Name
: [
Road ID Number
: [
]
]
Distance
: [
]m
Side
: [
]
NB: This section to be completed if the Railing is on 2 different roads
Reason (for barrier / fence / railing) : [
]
Other comments : [
]
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
RETAINING WALL
INVENTORY
CARRIAGEWAY SECTION
:
Road ID
Road Name
:
]
RETAINING WALL - LOCATION and CONSTRUCTION INFORMATION
Offset from C/line
:
:
:
:
:
Side
:
Type*
Subtype
Material
Displacement
ARMCO
COMP
CON
DRUM
EARTH
GALV
STEEL
STONE
UNKN
WOOD
[
[
[
[
[
[
]
]
](If Known)
]Metres
:
Width
:
Height
Clearance
. ] Metres 0.0
] Left / Right / Centre / Unknown
MATERIAL
Amco
Steel Composite
Concrete
Steel Drum
Earth
Galvanised steel
Steel
Stone
Unknown
Wood
Length
Date Built
[
[
: [
: [
: [
]
.
.
.
/
Metres
] Metres 0.0
] Metres 0.0
] Metres 0.0
/
]
SUB-TYPE
ANCH
BIN
CANT
COUNT
CRIB1
CRIB2
CRIB3
ROCKB
ROCKU
Anchored
EARTH
Reinforced Earth
Bin
GABN
Gabion
Cantilever
GRAV
Gravity
Counterfoil
MCRIB
Minicrib
Single crib
PILED
Sheet Pile
Double crib
ROCK
Rock
Triple crib
Rock wall bound with MATERIAL
Rock wall unbound (drystone)
Comments :
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
MINOR STRUCTURE
INVENTORY
CARRIAGEWAY SECTION
Road Number
Start Displacement
End Displacement
:
:
:
Road Name
Start Name
End Name
:
:
:
]
]
]
* See note:
MINOR STRUCTURE - LOCATION and CONSTRUCTION INFORMATION
(NB: If structure has unique Name or Number then include in comments)
Type
Subtype
Material
Displacement
Offset from C/line
Side
:
:
:
:
:
[
[
[
[
[
: [
TYPE
GANTRY
.
]
]
]
]
]
]
SUB-TYPE
DBL
SNGL
PED
RAIL
STOCK
VEH
OVERBRIDGE &
UNDERPASS
TUNNEL &
WEIGHSTATIONS
Gantry / OverBRidge / UnderPASS / WALL / WeighSTATion
Refer to table below
Length
: [
Refer to table below
Width
:
Metres
Height
Metres 0.0
Left / Right / Centre
Clearance
DESCRIPTION
Double
Single
Pedestrian
Railway
Stock (Animals)
Vehicles
Leave blank
Date Built
ARMCO
COMP
CON
DRUM
EARTH
GALV
STEEL
STONE
UNKN
WOOD
[
: [
: [
: [
] Metres
.
.
.
/ /
] Metres 0.0
] Metres 0.0
] Metres 0.0
]
MATERIAL
Amco
Steel Composite
Concrete
Steel Drum
Earth
Galvanised steel
Steel
Stone
Unknown
Wood
Photo Reference:
Comments
:
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
BRIDGE INVENTORY
CARRIAGEWAY SECTION
Road Number
:
Road Name
:
Start Displacement
:
:
Start Name
:
End Name
:
End Displacement
* See note:
BRIDGE INFORMATION
Bridge number
: [
]
{computer assigned}
Start Displacement
: [
: [
: [
]
]
]
m
Number of lanes
:
m
Built
:
m
Waterway Name
[
[
: [
End Displacement
Length
]
Bridge Name : [
]
] Year
Map Ref.
:
Skew
:
[
[
]
]
]
: [
: [
] see list 1
Kerb width
: [
.
] m Design Loading
: [
]
] see list 2
Kerb Height
: [
] m Speed Restriction
: [
] Kmh
: [
: [
] see list 3
Rail Width
: [
] m Vehicles / Day
: [
]
] see list 4
Rail Height
: [
.
.
.
] m Replacement Priority
: [
] see list 5
Span arrangement
: [
]
Axle Limit
: [
Surface material
: [
: [
] see list 6
Number of spans
: [
]
Gross Limit
: [
]
Guard/Hand rail
: [
] see list 7
Vertical clearance
: [
] m Structural Rating
[
]
[
]
Superstructure Type
Deck Construction
Foundation
Bearing
Expansion Joint
Frequency of check
: [
]
Next check due (B)
: [
]
RESPONSIBILITY
Owner Type
Controlled by
Maintained by
: [
: [
: [
]
]
]
Comments
.
Waterway Clearance
[
]
Waterway Area
[
]
(C) : [
]
ASR Rating
(D) : [
DATA SOURCES
Name
:
Date
:
Name
:
Updated
:
[
[
[
[
Return to:
]
/
/
]
/
/
]
]
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
] Tonnes
]
:
Prepared by:
]
.
Issue 1: April 2008
BRIDGE INVENTORY - CODES
DISCRIPTIONS
1
BG
CBS
DA
DT
MA
NBS
OTH
PF
PU
PUS
SLB
SUS
TA
TMA
TT
UKN
BRIDGE SUPERSTRUCTURE TYPE
Box Girder
Comp Beam and
Deck Arch
Deck Truss
Masonary Arch
Non Comp Beam
Other
Portal frame
Precast Units
Precast Units
Slab
Suspension
Through Arch
Twin Masonary
Through Truss
Unknown
2
OTH
PC
RC
ST
TIM
UKN
Other
Prestressed Concrete
Reinforced Concrete
Steel
Timber
Unknown
3
CBP
CDP
CYL
DCP
DSP
DTP
OTH
SF
UKN
7
BRIDGE DECK TYPE
BRIDGE FOUNDATIONS TYPE
Cast Insitu Bored Piles
Cast Insitu Driven Steel Shell Pile
Cylinders
Driven Concrete Piles
Driven Steel Piles
Driven Timber Piles
Other
Spread Footings
Unknown
BRIDGE GUARD / HAND RAIL TYPE
CAB
CON
CPR
CPT
GLT
NJB
NLT
NON
OTH
SAL
SC
SFR
SFU
SPR
TIM
TPT
UKN
Cable
Concrete
Concrete Post with Timber Rails
Concrete Post with Steel Tube
Glue Laminate Timber
New Jersey Barrier
Nail Laminate Timber
No Rails
Other
Steel or Aluminium
Steel Channel
Steel Flexbeam - Cable Reinforced
Steel Flexbeam - Unreinforced
Steel Post with Timber Rails
Timber
Timber Post with Steel Tube
Unknown
4
CMF
OTH
REM
RSS
SHP
SHR
SMS
SPR
UKN
UR
Concrete with or without Mortar/Fabric
Other
Rubber with Metal Plates
Rubber with PTFE/Stainles
Steel Hinge with or without Plates
Steel Hinge with Rollers
Superstructure Monolithic
Steel Plates with Rockers
Unknown
Unreinforced Rubber
5
AG
BFG
NON
OTH
REP
REU
RSP
RSS
SFJ
SSP
UKN
6
BRIDGE BEARING TYPE
EXPANSION JOINT TYPE
Air gap
Bitumen Filled Gap
None
Other
Rubber Extrusion with Plates
Rubber Extrusion - Unreinforced
Rubber Seal with Plates
Rubber Seal (Solid)
Steel Finger Joint
Steel Sliding Plate
Unknown
BRIDGE SURFACE WEARING TYPE
AC
CON
CS
GR
OTH
TDP
TRP
UKN
Asphaltic Concrete
Concrete
Chip Seal
Gravel
Other
Timber Deck Planks
Timber Running Plank
Unknown
Issue 1: April 2008
FEATURE INVENTORY
CARRIAGEWAY SECTION
Road Number
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
End Name
:
]
]
End Displacement
* See note:
FEATURE INFORMATION
Displacement
: [
]
Metres
Length
: [
]
Metres
Side : [
Offset
Install Date:
Displacement
: [
]
Metres
: [
]
Metres
Length
: [
]
Metres
Feature type
Offset
: [
]
Metres
Type
Install Date:
Displacement
: [
]
Metres
Material:
Side : [
Length
: [
]
Metres
Feature type
Offset
: [
]
Metres
Type
Install Date:
Displacement
: [
]
Metres
Material:
Side : [
Length
: [
]
Metres
Feature type
Offset
: [
]
Metres
Type
Install Date:
Displacement
: [
]
Metres
Material:
Side : [
Length
: [
]
Metres
Feature type
Offset
: [
]
Metres
Type
]
Feature type
Type
Material:
Side : [
Install Date:
]
]
]
]
Material:
FEATURE TYPES
BUILD Historical building
REST Rest area
CBWALL Crib retaining wall
MAC Major access
RKWALL Rock retaining wall
CGRID Cattle grid
MON Monument
RLOBR Rail overbridge
COWALL Concrete retaining wall
OTHER See comments for description
SFBOLL Street furniture - Bollard
DOSLI DOSLI Benchmark
PARK_M Parking meter - Multiple space
SFLITC Street furniture - Conc Litter Bin
GANTRY Gantry
PARK_S Parking meter - Single space
SFLITM Street furniture - Metal Litter Bin
GWALL Gabion Retaining wall
PEDOBR Pedestrian overbridge
SET Seating
HMLT High Mast Light Towers
PEDSUB Pedestrian subway
SP Slope protection
HUMP Speed 'hump'
PILE Stockpile site
SRVCOV Utility service cover
INT Intersection
PLAQUE Plaque/historical location
STKSUB Stock Underpass
BS Bus Stop
CR Cycle Rack
Comments:
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
TRAFFIC ISLAND
INVENTORY
CARRIAGEWAY SECTION
Road Number
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
End Name
:
]
]
End Displacement
ISLAND INFORMATION
Start (m)
Start (m)
End (m)
End (m)
Side
Side
Offset
Offset
Type
Width
Height
Material
Shape
Asset Owner
Constructed Date
Type
Width
Height
Material
Shape
Asset Owner
Constructed Date
Start (m)
Start (m)
End (m)
End (m)
Side
Side
Offset
Offset
Type
Type
Width
Width
Height
Height
Material
Material
Shape
Shape
Asset Owner
Asset Owner
Constructed Date
Constructed Date
See panel below for types
TYPE
MEDIAN
Type
Code
MED
AREA OF GRASS
GRASS
OTHER
OTHER
OTHER
OTHER
AREA OF PAVING
PAVE
POLYGON
POLY
ROT
HARD SURFACE- BLOCK
HSBLK
ROUND
ROUND
SPLITTER
SPLIT
HARD SURFACE- CONC
HSCON
SQUARE
SQARE
THROAT
THRT
HARD SURFACE - OTHER HSOTH
TRIANGULAR TRIA
UNKNOWN
UNK
OTHER
OTHER
UNKNOWN
PLANTED LANDSCAPE
LAND
ROTARY
MATERIAL
MATERIAL CODE SHAPE
SHAPE CODE
UNKN
Comments:
Prepared by:
Return to:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868
Issue 1: April 2008
Parking or Bus Bays
CARRIAGEWAY SECTION
Road ID
:
Road Name
:
]
Start Displacement
:
:
Start Name
:
:
]
]
End Displacement
End Name
Parking or Bus Bays
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
:
:
:
:
:
:
:
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
:
:
:
:
:
:
:
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
:
:
:
:
:
:
:
Side
Offset
Material
Width
Constructed Date
Notes
:
:
:
:
:
:
:
Prepared by:
:
:
:
:
:
:
:
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
Start :
End
:
:
:
:
:
:
:
:
:
:
:
:
:
:
Start :
End
Side
Offset
Material
Width
Constructed Date
Notes
Return to:
:
:
:
:
:
:
:
Address:
Transportation Unit
Phone:
Private Bag 3010
Collected for
Ref. No:
Phone: (07) 838 6868

general information - Hamilton City Council

Transcription

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