8800 version 6 Page 1 of 4 Apply mathematics to surveying Level 4 Credits 15 Purpose This unit standard is for people working, or who intend to work, in the surveying profession as a survey technician. People credited with this unit standard are able to: apply trigonometric functions in surveying contexts; calculate curves for surveying; calculate parallel-sided figures for surveying; calculate the final dimensions of a line; calculate survey positions using trigonometric techniques; calculate bearing closures; calculate traverse closures and adjust misclosures; and calculate missing lines. Subfield Surveying Domain Survey Practice Status Registered Status date 25 February 2008 Date version published 25 February 2008 Planned review date 31 December 2012 Entry information Recommended: Unit 5251, Choose and apply trigonometric methods to solve problems involving lengths and angles, or demonstrate equivalent knowledge and skills. Accreditation Evaluation of documentation and visit by NZQA and industry. Standard setting body (SSB) Infrastructure ITO Accreditation and Moderation Action Plan (AMAP) reference 0101 This AMAP can be accessed at http://www.nzqa.govt.nz/framework/search/index.do. Special notes 1 Documentation relevant to this unit standard includes: Surveyor-General’s Rules for Cadastral Survey 2002/2; Surveyor-General’s Rulings and Advisory Notes, published by Land Information New Zealand at http://www.linz.govt.nz. New Zealand Qualifications Authority 2016 8800 version 6 Page 2 of 4 2 Evidence is required of calculating using mathematical principles and showing working. Computer software may not be used in achievement of credit for this unit standard. 3 A reference for this unit standard is: Price, WF, and Uren, J, Surveying for Engineers (UK: Palgrave Macmillan 2005), available at http://www.fishpond.co.nz. Elements and performance criteria Element 1 Apply trigonometric functions in surveying contexts. Performance criteria 1.1 Elements of two dimensional figures are solved from supplied data using trigonometric functions. Range figures incorporating – right angle triangle, non-right angle triangle, convex polygon, concave polygon; trigonometric functions – Pythogoras’ theorem, sine rule, cosine rule, right angle rules for trigonometric functions. Element 2 Calculate curves for surveying. Performance criteria 2.1 All elements of a circular curve are calculated between intersecting alignments in accordance with mathematical formulae. 2.2 Points on a segmented curve are calculated to survey and set out a curve in accordance with mathematical formulae. Range 2.3 arc length, chord length, deflection angle, chord to arc separation. Parabolic curves are calculated between intersecting vertical alignments using mathematical formulae. Element 3 Calculate parallel-sided figures for surveying. Performance criteria 3.1 All dimensions are calculated for a series of parallel sides in accordance with trigonometric formulae for half-angles. Range roadway, easement, land parcels. New Zealand Qualifications Authority 2016 8800 version 6 Page 3 of 4 Element 4 Calculate the final dimensions of a line. Performance criteria 4.1 The final dimensions of a line are calculated by adjusting an observed line in accordance with specified techniques. Range techniques – ray trace, linear regression, line of best fit. Element 5 Calculate survey positions using trigonometric techniques. Performance criteria 5.1 An unambiguous position is calculated using trigonometric techniques and checked in accordance with trigonometric formulae for resections. 5.2 An unambiguous position is calculated using trigonometric techniques and is checked in accordance with trigonometric formulae for intersections. Range intersections – bearing-bearing, bearing-distance, distancedistance. Element 6 Calculate bearing closures. Performance criteria 6.1 Bearing closures are calculated and adjusted in accordance with the SurveyorGeneral’s Rules. Range a multi-loop traverse. Element 7 Calculate traverse closures and adjust misclosures. Performance criteria 7.1 Field measured bearings and distances are combined to create a closed traverse in accordance with configuration requirements of the SurveyorGeneral’s Ruling 2005/4. 7.2 Errors in measurements are recognised and their effects are explained in terms of required accuracy. New Zealand Qualifications Authority 2016 8800 version 6 Page 4 of 4 7.3 Misclosures are adjusted in accordance with the Surveyor-General’s Ruling 2005/4. Range 7.4 bowditch or least squares. Coordinates are calculated for all marks in a closed traverse and for hanging ties. Element 8 Calculate missing lines. Performance criteria 8.1 Missing lines are calculated by traverse calculations and checked independently in accordance with the Surveyor-General’s Rules. Please note Providers must be accredited by NZQA, or an inter-institutional body with delegated authority for quality assurance, before they can report credits from assessment against unit standards or deliver courses of study leading to that assessment. Industry Training Organisations must be accredited by NZQA before they can register credits from assessment against unit standards. Accredited providers and Industry Training Organisations assessing against unit standards must engage with the moderation system that applies to those standards. Accreditation requirements and an outline of the moderation system that applies to this standard are outlined in the Accreditation and Moderation Action Plan (AMAP). The AMAP also includes useful information about special requirements for organisations wishing to develop education and training programmes, such as minimum qualifications for tutors and assessors, and special resource requirements. Comments on this unit standard Please contact Infrastructure ITO askus@infratrain.co.nz if you wish to suggest changes to the content of this unit standard. New Zealand Qualifications Authority 2016