A tie line is a line which joins subsidiary or tie stations to the main line. The main object of running a tie line is to take the details of nearby objects but it also serves the purpose of a check line.
A tie line is a line which joins subsidiary or tie stations to the main line. The main object of running a tie line is to take the details of nearby objects but it also serves the purpose of a check line.
To test the accuracy of a chain during a chain survey, you can compare its measured length to a known standard length. This can be done by measuring a baseline with the chain and then comparing it to a pre-measured baseline. Any discrepancies can indicate errors in the chain's length and need for adjustments.
When deciding the stations of a chain survey, factors to consider include the size and shape of the area being surveyed, accessibility of the stations, terrain conditions, accuracy requirements of the survey, and any existing landmarks or boundaries that can serve as control points for the survey.
The control line in a land survey is a reference line established through surveying techniques to control the positioning and orientation of survey measurements. It is typically a straight line connecting known points on the ground, used as a reference for conducting accurate measurements and creating an accurate map or plan of the surveyed area.
An end line survey is a survey conducted at the conclusion of a project or program to assess its impact, outcomes, and effectiveness. It is used to gather feedback from participants or stakeholders to understand the success of the initiative and identify areas for improvement in the future.
A tie line is a line which joins subsidiary or tie stations to the main line. The main object of running a tie line is to take the details of nearby objects but it also serves the purpose of a check line.
The measurements are taken at right angle to the survey line called perpendicular or right angled offsets. The measurements which are not made at right angles to the survey line are called oblique offsets or tie line offsets.
This term is often used in Chain Surveying, The longest of the chain lines formed in doing a survey is generally regarded as the base line.It is the most important line in doing survey .The framework of the whole survey built up on the base line as it fixes up the direction of all other lines.It should be measured with great accuracy and precision .For accuracy The base line should be measured twice or thrice.
What are the factors you should considered in deciding the station of a chain survey
chain surveying is one of the types of survey methods. It is used to survey short length lands
1.useful in areas which are difficult to be accesed while chain survey is limited 2.less subjective to errors,in comparison to chain survey which subjected with errors such as change in chain length 3.useful in surveying a large area since it uses transverse(taking bearing from observer to an object ana vice versa is true) 4.it is accurate method for mapping,compare to chain survey
One chain = 66 survey feet.
To test the accuracy of a chain during a chain survey, you can compare its measured length to a known standard length. This can be done by measuring a baseline with the chain and then comparing it to a pre-measured baseline. Any discrepancies can indicate errors in the chain's length and need for adjustments.
When deciding the stations of a chain survey, factors to consider include the size and shape of the area being surveyed, accessibility of the stations, terrain conditions, accuracy requirements of the survey, and any existing landmarks or boundaries that can serve as control points for the survey.
A blue line survey is a survey to establish the property boundary. The property line that is drawn as a result of the survey is called the blue line. Another type OS survey that is sometimes done for finacing and many other reasons is an ALTA survey which not only establishes the boundary, but also researches and shows any easements or existing features on the property such as the building and other topographical features.
One chain is equal to 66 survey feet.
One obstacle in chain surveying is the need for a clear line of sight between survey points, which can be challenging in areas with dense vegetation, buildings, or rough terrain. Additionally, inaccuracies can arise from errors in measurement and recording when using the chain and ranging rods.