An In-depth Look into the Science and Art of Surveying: Techniques, Types, and History, Lecture notes of Engineering Drawing and Graphics

A comprehensive overview of surveying, a branch of applied mathematics that deals with determining the positions of points above, on, or beneath the earth's surface. Learn about the history, fieldwork, data collection, and various types of surveying such as plane surveying, geodetic surveying, photogrammetry, boundary surveying, control surveying, engineering/construction surveying, topographic surveying, route surveys, hydrographic surveying, mines surveying, forest surveying, and cadastral surveys. Discover the importance of surveying in various industries and its evolution throughout history.

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2015/2016

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Bicol University
College of Engineering
Legazpi City
BES 20
Basic Surveying Handouts
Introduction to Surveying
Engr. Oliver Padua
Instructor
Definition:
“Surveying is the science and art of determining the
relative positions of points above, on, or beneath the earth’s
surface and locating the points in the field.”
“Surveying is that branch of applied mathematics which
teaches the art of determining the area of any portion of the
earth’s surface, the length and directions of the boundary lines,
the contour of the surface, and of accurately delineating the
whole on paper.”
Webster.
The work of the surveyor consists of 5 phases:
1. Decision Making – selecting method, equipment and
final point locations.
2. Fieldwork & Data Collection – making measurements
and recording data in the field.
3. Computing & Data Processing – preparing calculations
based upon the recorded data to determine locations in a
useable form.
4. Mapping or Data Representation – plotting data to
produce a map, plat, or chart in the proper form.
5. Stakeout – locating and establishing monuments or
stakes in the proper locations in the field.
2 Categories of Surveying:
Plane Surveying – surveying with the reference base for
fieldwork and computations are assumed to be a flat
horizontal surface.
Generally within a 12 mile radius the pull of
gravity is very nearly parallel to that at any other
point within the radius and thus horizontal lines
can be considered straight.
Geodetic Surveying – surveying technique to determine
relative positions of widely spaced points, lengths, and
directions which require the consideration of the size and
shape of the earth. (Takes the earth’s curvature into
account.)
Types of Surveys:
Photogrammetry – mapping utilizing data obtained by
camera or other sensors carried in airplanes or satellites.
Aerial Surveying - Aerial surveys are undertaken by
using photographs taken with special cameras mounted in
an aircraft viewed in pairs. The photographs produce
three-dimensional images of ground features from which
maps or numerical data can be produced usually with the
aid of stereo plotting machines and computers.
Boundary Surveying – establishing property corners,
boundaries, and areas of land parcels.
Control Surveying – establish a network of horizontal
and vertical monuments that serve as a reference
framework for other survey projects.
Engineering/Construction Surveying – providing
points and elevations for the building Civil Engineering
projects.
Topographic Surveying – collecting data and preparing
maps showing the locations of natural man-made features
and elevations of points on the ground for multiple uses.
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Bicol University College of Engineering Legazpi City

BES 20 Basic Surveying Handouts

Introduction to Surveying

Engr. Oliver Padua Instructor

Definition : “Surveying is the science and art of determining the relative positions of points above, on, or beneath the earth’s surface and locating the points in the field.” “Surveying is that branch of applied mathematics which teaches the art of determining the area of any portion of the earth’s surface, the length and directions of the boundary lines, the contour of the surface, and of accurately delineating the whole on paper.”

  • Webster.

The work of the surveyor consists of 5 phases:

  1. Decision Making – selecting method, equipment and final point locations.
  2. Fieldwork & Data Collection – making measurements and recording data in the field.
  3. Computing & Data Processing – preparing calculations based upon the recorded data to determine locations in a useable form.
  4. Mapping or Data Representation – plotting data to produce a map, plat, or chart in the proper form.
  5. Stakeout – locating and establishing monuments or stakes in the proper locations in the field.

2 Categories of Surveying:Plane Surveying – surveying with the reference base for fieldwork and computations are assumed to be a flat horizontal surface.

  • (^) Generally within a 12 mile radius the pull of gravity is very nearly parallel to that at any other point within the radius and thus horizontal lines can be considered straight. ■ Geodetic Surveying – surveying technique to determine relative positions of widely spaced points, lengths, and directions which require the consideration of the size and shape of the earth. (Takes the earth’s curvature into account.) Types of Surveys: ■ (^) Photogrammetry – mapping utilizing data obtained by camera or other sensors carried in airplanes or satellites. ■ Aerial Surveying - Aerial surveys are undertaken by using photographs taken with special cameras mounted in an aircraft viewed in pairs. The photographs produce three-dimensional images of ground features from which maps or numerical data can be produced usually with the aid of stereo plotting machines and computers. ■ Boundary Surveying – establishing property corners, boundaries, and areas of land parcels. ■ (^) Control Surveying – establish a network of horizontal and vertical monuments that serve as a reference framework for other survey projects. ■ Engineering/Construction Surveying – providing points and elevations for the building Civil Engineering projects. ■ Topographic Surveying – collecting data and preparing maps showing the locations of natural man-made features and elevations of points on the ground for multiple uses.

Route Surveys – topographic and other surveys for long

  • narrow projects associated with Civil Engineering projects.
    • Highways, railroads, pipelines, and transmission lines. ■ Hydrographic Surveying – mapping of shorelines and the bottom of bodies of water. Also known as bathymetric surveying ■ Mines Surveying- are surveys which are performed to determine the position of all underground excavations and mining claims, determines geological formations to calculate elevated volumes, and establish lines and grades for other mining related work. ■ Forest Surveying- a type of survey executed in connection with the forests management and mensuration, and the production and preservation of forest lands. ■ Cadastral Surveys - are usually closed surveys which are undertaken in the urban and rural location for the purpose of determining and defining property lines and boundaries, corners, and areas. These survey are also made to fix the boundaries of municipalities, towns and provisional jurisdictions ■ Quantity Surveying - They evaluate project cost and advice on alternative proposals. They also ensure that each element of a project agrees with the cost plan allowance and that the overall project remains within budget.

Reconnaissance:

  • This is an exhaustive preliminary survey of the land to be surveyed. It may be either ground reconnaissance or aerial reconnaissance survey.
    • Reconnaissance is made on arrival to site during which an overall picture or view of the area is obtained. The most suitable position of stations is selected, the purpose of the survey and the accuracy required will be drawn, and finally the method of observation will be established.

Objectives of reconnaissance

  1. To ascertain the possibility of building or constructing route or track through the area.
  2. To choose the best one or more routes and record on a map
  3. To estimate probable cost and draft a report.

Brief History of Surveying:

  1. Surveying had its beginning in Egypt about 1400 BC ■ Land along the Nile River was divided for taxation. Divisions were washed away by annual floods. ■ “ROPE-STRETCHERS” Egyptian surveyors were created to relocate the land divisions (measurements were made with ropes having knots at unit distances). ■ Extensive use of surveying in building of Egyptian monuments
  2. Greeks: expanded Egyptian work and developed Geometry. ■ Developed one of the earliest surveying instruments – Diopter (a form of level).
  3. Romans: developed surveying into a science to create the Roman roads, aqueducts, and land division systems. - Surveyors held great power, had schools and a professional organization - Developed several instruments:

2 Types

  1. Direct Measurements
  2. Indirect measurements

INTERNATIONAL SYSTEM OF UNITS The International System of Units (abbreviated SI from French: Système international d'unités) is the modern form of the metric system and is generally a system of units of measurement devised around seven base units and the convenience of the number ten. The older metric system included several groups of units. The SI was established in 1960, based on the meter- kilogram-second system, rather than the centimeter-gram-second system, which, in turn, had a few variants. The SI is declared as an evolving system, thus prefixes and units are created and unit definitions are modified through international agreement as the technology of measurement progresses, and as the precision of measurements improves. SI is the world's most widely used system of measurement, which is used both in everyday commerce and in science. The system has been nearly globally adopted with the United States being the only industrialized nation that does not mainly use the metric system in its commercial and standards activities. The United Kingdom has officially adopted a partial metrication policy, with no intention of replacing imperial units entirely. Canada has adopted it for many purposes but imperial/ US units are still legally permitted and remain in common use throughout many sectors of Canadian society, particularly in the retail food, buildings trades, and railways sectors

Units of Measurements

  1. Linear, Area, and Volume measurements.
  2. Angular Measurements
    • Sexagesimal – Degree, Minutes, Seconds
      • Centesimal – gradians.

Measurement of Distance Linear measurement is the basis of all surveying and even though angles may be read precisely, the length of at least one line in a tract must be measured to supplement the angles in locating points.

Methods of measuring a horizontal distance: ■ Rough Measuring: Pacing, Odometer readings, Tacheometry (stadia), Taping, EDM, and GPS

  • (^) Only the last three meet survey accuracy requirements
  • Distance from stadia: (High wire-Low wire) * 100 = Distance (ft.) ■ More accurate measuring: taping, EDM (1966), GPS ■ EDM and GPS are most common in today’s surveys ■ In pacing, one establishes the # of paces/100’ by counting the # of paces over a pre-measured 300’ line

Taping: applying the known length of a graduated tape directly to a line a number of times. 2 Problems exist in Taping:

  1. Measuring the distance between two existing points
  2. Laying out a known distance with only the starting point in place

6 Steps of Taping

  1. Lining in – shortest distance between two points is a straight line.
  2. Applying tension – rear chain is anchor and head chain applies required tension.
  3. Plumbing – horizontal distance requires tape to be horizontal.
  1. Marking tape lengths – each application of the tape requires marking using chaining pins to obtain total length.
  2. Reading the tape – the graduated tape must be read correctly.
  3. Recording the distance – the total length must be reported and recorded correctly.

Types of Chains and Tapes Before the ability to make steel rods and bands, sticks were cut into lengths of 16.5’ (Rod) and they were laid end to end to measure. ■ Gunter’s Chain

  • 66’ long with 100 link w/each link being 7. inches or 66 feet long
  • Developed by Edmund Gunter in 1600’s in England and made with individual wires with a loop at each end connected
  • Chain had between 600-800 wearing surfaces which with hard use would wear and cause chain to elongate
  • Measurements were recorded in chains and links
  • 7ch 94.5lk = 7.945 ch = 7.945 X 66’/ch = 524.37’
  • 1 chain = 4 rods; 80 chains = 1 mile ■ Engineer’s Chain
  • Same construction as Gunter’s Chain, but each link is 1.0’ long and was used for engineering projects ■ Surveyor’s and Engineer’s Tapes
  • Made of ¼” to 3/8” wide steel tapes in 100’; 200’; 300’ lengths
  • Multiple types of marking and graduation: ■ Available in chains, feet, and metric ■ Graduated:
  • Throughout – feet and tenths marked the entire length
  • Extra foot – feet marked the length of the tape with additional foot at the 0 end graduated in tenths and hundreds of the foot ■ Invar Tapes
  • Made of special nickel steel to reduce length variations due to temperature changes
  • The tapes are extremely brittle and expensive
  • Used most of the time for standard comparison of tapes

Cloth, Fiberglass, and PVC Tapes:

  • Lower accuracy and stored on reels. Used for measurement of 0.1’ accuracy requirements Accessories

■ Chaining Pins – set of 11, used to mark the tape lengths ■ Hand Level – used to determine required plumbing height ■ Plumb Bob – used to transfer the mark from the tape to ground ■ Tension Handle – used to maintain correct tension on tape

Taping (Field Process)

  1. The line to be taped should be marked at both ends ■ Keeps measurement on line ■ Rear chain person should keep the head chain person on line ■ 1’ of line error/100’ = 0.01’ error in length
  2. Applying Tension
    • Rear chainman is anchor and should hold 100’ mark over point