Unit of competency Outline

Date retreived
22/07/2026 6:24 AM AWST

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Conduct geodetic surveying

Conduct geodetic surveying

Unit of competency
National Code
CPPSIS5058A
State Code
WE813
TGA Status
Replaced
DTWD Status
Replaced
Current Release Number
1.00
Current Release Date
27/11/2012
State Implementation and Classification
Approved Date
27/02/2013
Field of Education
031101 - Surveying
Original Release Date
27/02/2013
Nominal Hours
60
Description
This unit of competency specifies the outcomes required to conduct geodetic surveying. It requires the ability to use triangulation, trigonometric heighting and electronic distance measuring (EDM) traversing. Functions would be carried out within organisational guidelines.
Notes
Elements and Performance Criteria
1 Organise project resources for geodetic surveying.
  • 1.1 Geodetic surveying task objectives are defined.
  • 1.2 Characteristics of the operating environment and any special equipmentor resource requirements are identified according to organisational guidelines.
  • 1.3 Higher authority endorsements are obtained where necessary to ensure resources and equipment operation comply with project specifications and organisational priorities.
  • 1.4 Equipment is checked to be in good working order, according to manufacturer specifications.
  • 1.5 Project objectives comply withrelevant legislation and company policy.
2 Plan geodetic surveying.
  • 2.1 Project objectives, principal work activities and constraints are defined and documented according to surveying data specification and client requirements.
  • 2.2 Design is interpreted to identify surveying data.
  • 2.3 Relevant reference surface and projection plane are selected for the geodetic components.
  • 2.4 Requirements for survey control, including precise traverse, allowable angle, linear miscloses, triangulation and modern technology are determined.
  • 2.5 Trigonometrical heighting and calculations are conducted using appropriate formulas.
  • 2.6 Appropriate items or equipment required to carry out a precise EDM traversing are used to establishsurvey control.
  • 2.7 Agreed communication processes between project, client and other stakeholders are implemented and maintained.
  • 2.8 OHS andlegislative requirements are incorporated into project risk management.
  • 2.9 Pertinent legal and statutory standards are researched, considered and adhered to.
3 Manage and monitor the project.
  • 3.1 Work is scheduled and allocated to be completed within time available.
  • 3.2 Project management mechanisms are implemented to measure, record and report progress of activities in relation to the agreed schedule and plans.
  • 3.3 Identified surveying components are accurately measured.
  • 3.4 Measured surveying data is reduced to project surveying reference system for comparison with design.
  • 3.5 Measurements are validated and recorded according to project specifications.
  • 3.6 Agreed communication processes between project, client and other stakeholders are implemented and maintained.
  • 3.7 Contingencies and constraints are managed to ensure project meets specifications.
  • 3.8 OHS requirements are adhered to throughout the survey.
  • 3.9 Quality assurance processes are implemented based on the project plan.
4 Finalise the project.
  • 4.1 Relevant personnel are informed of the results according to organisational guidelines.
  • 4.2 Required documentation is completed according to organisational guidelines.
  • 4.3 Surveying data is archived according to project and organisational specifications.
The range statement relates to the unit of competency as a whole. It allows for different work environments and situations that may affect performance. Bold italicised wording in the performance criteria is detailed below. Add any essential operating conditions that may be present with training and assessment depending on the work situation, needs of the candidate, accessibility of the item, and local industry and regional contexts.
Geodetic surveyingrefers to:
surveying that takes into account the shape and size of the earth: points are marked on the ground to which topographic, land and engineering surveys can be related to provide additional coordinated points for mapping and other purposes.
Objectives may include:
agreed client requirements
written survey data specifications.
Operating environment may include:
any surveying project work site.
Organisational guidelines may include:
appropriate timelines
code of ethics
company policy
final product formats
formal design parameters
legislation relevant to the work or service function
manuals
OHS policy and procedures
personnel practices and guidelines outlining teamwork, work roles, responsibilities and delegations
requirements for data processing.
Project specifications are:
detailed technical descriptions of the survey data and its requirements.
Manufacturer specifications may include:
equipment specifications
operator manuals.
Legislation may include:
Australian standards
award and enterprise agreements
certification requirements
codes of practice
national industry standards
quality assurance requirements.
Company policy may include:
internal and external communication guides
company OHS standards
customer service standards
goals
governance guides
guides on the use of equipment
mission statements
operational manuals
operational plan
strategic plan.
Principal work activities may include:
task and sequence of activity determined to be appropriate in order to meet project objectives.
Constraints may include:
coverage
datum
environmental factors
industry requirements
legal and statutory
money
resource availability
scale
time.
Surveying data may include:
astronomy and determination of shadowing effects
depth
dimension
direction
flow rates
position
slope.
Client requirements may include description of outputs, such as:
contract
memo
tender brief
verbal instructions
written instructions.
Design may include:
digital information
hard copy plans
maps
written instructions.
Reference surface may include:
relevant reference ellipsoid
sphere.
Projection plane may include:
any plane surface mathematically derived by a projection from a reference surface.
Geodetic components may include:
geodetic control: a network of sites for which precise positions and heights are known and for which the shape and size of the earth are taken into account
geodetic latitude: the smaller angle to the earth’s ellipsoid at the point and the plane of the equator
geodetic parameters
other information required on the relevant surface or projection plane.
Survey control may include:
measurement of temperature and pressure
measurement of main traverse lines with EDM instrument
specification of critical length of traverse line
specification of pointings to be observed for vertical angles along main traverse lines and for radiations
use of direction method to observe main traverse angles and radiations
use of theodolite and direction method of angle observation.
Precise traverse may include:
computation of three-dimensional coordinates and coordinate changes by intersection methods
error analysis of survey measurements (angle, distance and height difference).
Triangulationrefers to:
a point on the earth, the position of which is determined by the triangulation or ‘trig point’ process by using the following:
braced quadrilaterals
central polygons
triangles.
Modern technology may include:
Australian Fiducial Network (AFN)
Australian National Network (ANN)
universal traverse mercator grid: a grid coordinate system based on the traverse mercator projection applied to maps of the earth’s surface extending from 84N to 80S.
Trigonometrical heighting may include:
Australian Height Datum (AHD)
cross-checks between the levelling benchmarks and the trigonometrical network
curvature and vertical refraction on observations
distances over which curvature and refraction begin to have effect
levelling
simultaneous reciprocal observations.
Appropriate items or equipment required to carry out a precise EDM traversing may include:
angle reading equipment, including:
electronic theodolite
optical theodolite
global navigation satellite system (GNSS)
total station
barometer
distance measuring equipment
prisms, including single, double and triple
thermometer
tribrachs, with adjustable optical plummets and circular bubbles.
Client may include:
customers with routine or special requests
external to organisation
internal to organisation
regular and new customers, including:
business enterprises
government agencies
members of the public
suppliers.
Stakeholders may include:
human resource personnel: internal or external
procurement agency: internal or external management.
OHS may include:
Australian standards
development of site safety plan
identification of potential hazards
inspection of work sites
training staff in OHS requirements
use of equipment and signage
use of personal protective clothing.
Risk management may include:
adhering to budget
anticipating external influences
contingency planning
credible contractors
effective communication and consultation
effective project management
internal and external audit processes, such as audit trails
milestone review and evaluation
realistic timelines
targeted activity.
Legal and statutory may include:
local government requirements
national standards
state statutes and regulations.
Time available includes estimates for time duration of project, including:
client instructions
consideration of contingencies
consideration of past experiences
experience of operatives
location of project
methods to be employed
resources and equipment to be used.
Project management mechanisms may include:
communication with stakeholders
dispute resolution
monitoring and adjusting key milestones.
Reference systemrefers to:
projection and datum parameters required for GNSS equipment and processing software.
Measurements may include use of:
current meter
echo sounder
GNSS
level
remote sensing
tape
tide gauge
total station.
Specifications may include:
detailed technical descriptions of survey data and its requirements
preparation of cross-sections and plans with all information included.
Contingencies may include:
equipment failure
injury
movement
observation errors
obstructions
weather.
Quality assurance processes may include:
internal and external
product or service measurement against set criteria
standard verification
target monitoring.
Relevant personnel may include:
colleagues
registered surveyors
company personnel
staff or employee representatives
supervisors or line managers
suppliers
users.
Required documentation may include:
electronic or paper-based correspondence with client
field records
final report
progress reports
records of conversation
survey plots
organisational work activity sheets.
The evidence guide provides advice on assessment and must be read in conjunction with the performance criteria, required skills and knowledge, the range statement and the Assessment Guidelines for this Training Package.
Overview of assessment
This unit of competency could be assessed on its own or in combination with other units relevant to the job function, for example CPPSIS5053A Perform advanced surveying computations, and CPPSIS5054A Perform geodetic surveying computations.
Critical aspects for assessment and evidence required to demonstrate competency in this unit
A person who demonstrates competency in this unit must be able to provide evidence of:
applying checks wherever necessary
applying formulas appropriately and obtaining correct results
assessing and recording geodetic computations from varied sources
defining terms used in geodetic calculations
demonstrating a sound understanding of the requirement for accuracy in calculations
performing calculations in a logical progression to solve geodetic surveying problems
understanding mathematical concepts, astronomical concepts and the determination of shadowing effects.
Specific resources for assessment
Resource implications for assessment include access to:
assessment instruments, including personal planner and assessment record book
assignment instructions, work plans and schedules, policy documents and duty statements
registered training provider of assessment services
relevant guidelines, regulations and codes of practice
suitable venue and equipment.
Access must be provided to appropriate learning and assessment support when required.
Where applicable, physical resources should include equipment modified for people with disabilities.
Context of assessment
Holistic: based on the performance criteria, evidence guide, range statement, and required skills and knowledge.
Method of assessment
Demonstrated over a period of time and observed by the assessor (or assessment team working together to conduct the assessment).
Demonstrated competency in a range of situations, that may include customer/workplace interruptions and involvement in related activities normally experienced in the workplace.
Obtained by observing activities in the field and reviewing induction information. If this is not practicable, observation in realistic simulated environments may be substituted.
Guidance information for assessment
Assessment requires that the clients’ objectives and industry expectations are met. If the clients’ objectives are narrowly defined or not representative of industry needs, it may be necessary to refer to portfolio case studies of a variety of SIS requirements to assess competency.
Oral questioning or written assessment and hypothetical situations (scenarios) may be used to assess underpinning knowledge (in assessment situations where the candidate is offered a preference between oral questioning or written assessment, questions are to be identical).
Supplementary evidence may be obtained from relevant authenticated correspondence from existing supervisors, team leaders or specialist training staff.
All practical demonstration must adhere to the safety and environmental regulations relevant to each State or Territory.
Where assessment is for the purpose of recognition (recognition of current competencies [RCC] or recognition of prior learning [RPL]), the evidence provided will need to be authenticated and show that it represents competency demonstrated over a period of time.
In all cases where practical assessment is used it will be combined with targeted questioning to assess the underpinning knowledge.
Assessment processes will be appropriate to the language and literacy levels of the candidate and any cultural issues that may affect responses to the questions, and will reflect the requirements of the competency and the work being performed.
Replaces
State Code National Code Title Type
D1538 CPPSIS5028A Conduct geodetic surveying Unit of competency
Replaced By
State Code National Code Title Type
AXH89 CPPSIS5058 Conduct geodetic surveys Unit of competency
State Code National Code Title Type
J357 CPP50112 Diploma of Surveying Qualification