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Qualification - Pearson Higher Nationals in Construction and the Built Environment

Unit Name - Surveying, Measuring & Setting-Out

Unit Number - Unit 7

Assignment Title - Measurement and Estimating Techniques

Learning Outcome 1: Undertake a survey to establish a station network for horizontal and vertical control.

Learning Outcome 2: Explain the process of undertaking a topographic survey.

Learning Outcome 3: Apply industry standard techniques in the production, transferring and staking out of co-ordinates of multiple construction elements.

Learning Outcome 4: Prepare a report on the causes of errors and techniques to improve accuracy, including the use of digital data.

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Assignment Brief

Scenario:
You are employed by a local surveying company and have been approached by Sri Lanka land development corporation for a full topographic survey of a local plot of land. The topographic survey is required for the initial and detailed design process. Part of the requirement is to set a control network of stations that can be used for future surveys and to aid in the setting out once construction commences.

The Subodhi Retreat Centre is located along the Bolgoda Lake in Piliyandala, in the Western Province of Sri Lanka. Due to the increase in the number of patrons visiting the premises for meditation and other activities the management has decided to construct a new residential centre in the rear end of the land. This will be a two-story building inclusive of a water garden where the patrons can relax. A Google image of the location is given in Figure 1.

Assistance with Measurement and Estimating for Quantity Surveying Assignments, BTEC HND in Quantity Surveying

Task

Assume your group is appointed as the survey team to construct the survey for the project of designing the new residential centre. Follow the steps provided below and produce required outputs.
• Explain briefly how a new location coordinate can be established from the national surveying grid.
• Run a closed traverse using a digital theodolite around the existing management building to grab the existing details of the area. (Note: Your traverse should have at least five traverse legs and need to provide all the necessary calculations including the coordinate corrections and coordinate sheet).
• Run a level line to obtain heights of control points of traverse and produce a level sheet indicate the heights.
• Produce a topographic map using the details collected according to a suitable scale.
• Review the suitability of the land area surveyed for the proposed construction based on the topographic data.
• If it decided to rehabilitate the internal roads within the premises. Produce a longitudinal section (LS) of at least 200m having staff stations at 10m intervals. You should select suitable scales for horizontal and vertical scales and your final drawing should have the existing longitudinal profile and the proposed design profile for the road.
• Produce cross sections (CS) for the same 200m length on the road section in 20m intervals according to a suitable scale indicating the existing cross section profile and proposed design cross section profile.
• Provide a cut and fill calculation if it is assumed that a constant gradient is to be maintained for a new road design.
• Draw a plan view of proposed building using Auto CAD.
• Calculate necessary coordinate data required to set out the above proposed building and road centre line and present them in a tabular form. Perform a setting out of the building using appropriate surveying instruments.
• Explain the types of errors that may arise during these survey works (Traverse survey, topographic survey, levelling and setting out) and evaluate methods to minimize those errors and increase the accuracy of the work.
• Prepare a project report demonstrating your work including photographs of field work done, calculations (if any), and drawings.

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Unit 3 Construction Technology in Quantity Surveying Assignment Help: Design and Construction Methods for Building Superstructures, Standards, and Specifications for Construction Works

Note: Each drawing should be submitted individually, and the final project report will be done as a group work. An individual evaluation will be done for each student during the field work to evaluate the skills of students on handling the surveying instruments.

 

 

Pass

 

Merit

 

Distinction

 

LO1 Undertake a survey to establish a station network for horizontal and vertical control.

LO1 LO2

 

 

D1Assess the accuracy of a network in the production of a topographic survey.

 

P1Describe the types of control networks that are available for surveying, including examples of local and national stations.

 

P2Carry out a closed traverse survey of a network, including at least five stations.

 

P3 Calculate corrected co-ordinates and heights for the stations and explain the stages used.

M1Calculate and compare the accuracy achieved in a closed traverse survey.

 

LO2 Explain the process of undertaking a topographic survey.

 

P4 Explain the process of conducting a topographic survey for a given plot of land, including initial control.

 

P5 Describe, with examples, common coding systems and data exchange processes, including communicating final outcomes.

M2Review the content of a topographic survey, including analysis of its suitability to assist the design team in completing the design.

 

LO3 Apply industry standard techniques in the production, transferringand staking out of co-ordinates of multiple construction elements.

D2 Analyse both the accuracy achieved and the techniques used during the practical exercise.

 

 

 

P6Extract and transferthe required data from agiven project to a totalstation in order to allowsetting out to commence.

 

P7Complete a full settingout operation on a givenproject by utilising a totalstation free stationprogramme, includingboth horizontal andvertical control

M3Analyse the accuracy achieved from a setting out operation from tie distances recorded, total station stored data and another means.

 

LO4Prepare a report on the causes of errors and techniques to improveaccuracy, including the use of digital data.

D3 Analyse the techniques used to improve accuracy, including the implication of setting out errors and the application of industry standard technology/software.

 

P8Prepare a report onthe common causes oferrors in both setting outand surveying.

 

P9Compare the accuracy of setting out data tonational standards.

M4Evaluate the causes oferrors in surveying,setting out and datatransfer.

Learning Outcomes and Assessment Criteria

 

 

LearningOutcome

 

Pass

 

Merit

 

Distinction

 

P1 Describe the types of control networks that are available for surveying, including examples of local and national stations.

 

 

 

 

P2Carry out a closed traverse survey of a network, including at least five stations.

 

 

 

 

P3 Calculate corrected co-ordinates and heights for the stations and explain the stages used.

 

 

 

 

P4 Explain the process of conducting a topographic survey for a given plot of land, including initial control.

 

 

 

 

 

P5 Describe, with examples, common coding systems and data exchange processes, including communicating final outcomes.

 

 

 

 

P6 Extract and transferthe required data from agiven project to a totalstation in order to allowsetting out to commence.

 

 

 

 

P7Complete a full settingout operation on a givenproject by utilising a totalstation free stationprogramme, includingboth horizontal andvertical control.

 

 

 

 

 

P8Prepare a report onthe common causes oferrors in both setting outand surveying.

 

 

 

 

 

P9Compare the accuracy of setting out data tonational standards.

 

 

 

 

 

 

 

 

 

 

M1Calculate and compare the accuracy achieved in a closed traverse survey.

 

 

 

M2Review the content of a topographic survey, including analysis of its suitability to assist the design team in completing the design.

 

 

 

M3Analyse the accuracy achieved from a setting out operation from tie distances recorded, total station stored data and another means.

 

 

 

M4Evaluate the causes oferrors in surveying,setting out and datatransfer.

 

 

 

D1Assess the accuracy of a network in the production of a topographic survey.

 

 

 

D2 Analyse both the accuracy achieved and the techniques used during the practical exercise.

 

 

 

D3 Analyse the techniques used to improve accuracy, including the implication of setting out errors and the application of industry standard technology/software.

 

 

 

 

 

 

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Assistance with Surveying, Measuring, and Setting-Out Assignments for Pearson Higher Nationals in Construction and the Built Environment

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