Land surveyor reference manual pdf download

Product Information: Introductory page on the first page to personalize your log. Index Pages to track your data. Glossy Paperback cover. Thick white acid free paper to minimize ink bleed - through. Large 8. Available in other cover options. For more related logs like Gardening Log, Gratitude Journal, Vehicle Maintenance Log, and much more, kindly visit our Amazon author page by clicking on our brand Jasonsoft to find the rest of our selection.

The most realistic practice for the FS exam Two 4-hour sessions, each containing 85 multiple-choice problems Step-by-step solutions help you check your solving methods Mentally prepares you for the pressure of working under timed conditions Helps you identify topics that require extra review.

Product Information: Introductory page on the first page to personalize your log. Index Pages to track your data. Glossy Paperback cover. Thick white acid free paper to minimize ink bleed - through.

Large 8. Available in other cover options. For more related logs like Gardening Log, Gratitude Journal, Vehicle Maintenance Log, and much more, kindly visit our Amazon author page by clicking on our brand Jasonsoft to find the rest of our selection. Popular Books. Fear No Evil by James Patterson. Mercy by David Baldacci. V Equations Equation of a Circle Linear-Quadratic Systems Inclination of a Line Translation of Axes Practice Problems.

Linear Measurement 2. Steel Tapes 4. Invar Tapes 5. First-Degree Equations. Horizontal Taping.. Taping v,rith Tape Supported Throughout its Length. Breaking Tape. Taping at an Occupied Station Care of the Tape Slope Measurements Correction for Sag Effect of Temperature on Taping Effect of Improper Alignment Incorrect Length of Tape Definitions Differential Leveling The Philadelphia Rod Verniers Least Count of a Vernier Effect of Curvature of the Earth Refraction Waving the Rod..

Parallax Balancing Sights Reciprocal Leveling Double-Rodded Levels Three-Wire Leveling Profile Leveling. Magnetic Needle Magnetic Dip. Chapter The Traverse 1. Open Traverse. Closed Traverse 4. Horizontal Angles 5. Deflection Angles 6. Angles to the Right 7. Direction of Sides 8. Angle Closure. Methods of Designating Direction Back Bearing Computation of Bearings of a Closed Traverse..

Back Azimuth Converting Bearing to Azimuth Converting Azimuth to Bearing Closed Deflection Angle Traverse Angle--to--the-Right Traverse Latitudes and Departures Error of Closure Balancing the Traverse.. The Compass Rule. Ratio of Error. Summary of Computations for Balancing a Traverse.

Finding Bearing and Length of a Line from Coordinates Latitudes and Departures Using Azimuth. Route Location by Deflection Angle Traverse. Connecting Traverse Errors in Traversing Systematic Errors in Taping Systematic Errors in Angular Measurement. Accidental Random Errors.

Locating Errors in a Traverse Intersections of Traverse Lines Bearing-Bearing Method of Determining Intersections. Bearing-Distance Method of Determining Intersections. Distance-Distance Method of Determining Intersections. Practice Problems Solutions. Chapter Area of a Traverse 1. Methods for Computation of Area 2. Double Meridian Distances 3.

Meridian Distances. Determining the Most Westerly Point 5. Area by DMD 7. Area by Coordinates. Area by Triangles 9. Area Along an Irregular Boundary The Trapezoidal Rule Special Formula Practice Problems. Chapter Partitioning of Land 1. Lengths of Two Sides Unknown 4. Bearing of Two Sides Unknown 5. Cutting a Given Area from an Irregular Tract..

Analytic Geometry in Parting Land Solutions Chapter Horizontal Curves 1. Simple Curves 2. Inscribed Angle 4. Measure of an Inscribed Angle 5. Measure of an Angle Formed by a Tangent and a Chord.

Radius is Perpendicular to Tangent 7. Radius is Perpendicular to Bisector of a Chord. Definition and Symbols 9. Deflection Angle Equals Ccmral Angle Horizontal Curve Formulas Degree of Curve Curve Layout. Deflection Angle Method Length of Curve. Field Procedure in Staking a Simple Curve. Circular Curve Computations. TABLE Transit at Point on Curve. Computing Transit Stations for Highway Uses of Topographic Maps.

Topographic Surveys Types of Maps 5. Control for Topographic Surveys 6. Horizontal Control 7. Vertical Control. Methods of Locating Points in the Field Angle and Distance Method of Ties Two Distances Method of Ties Two--Angle Method of Ties Strength of Ties. Vertical Ties. Summary of Horizontal and Vertical Ties Stadia Method Reading the Intercept Horizontal Distance from Inclined Sights Vertical Distance to Determine Elevation Use of Stadia Reduction Tables Azimuth Algebraic Sign of Vertical Angle Finding the h.

Selecting Points to be Used in Locating Contours. Key Points for Contours Special Shots Efficiency of the Survey Party Computations from Field Notes Contours and Contour Lines Contour Interval Index Contours Closed Contour Lines Characteristics of Contours Methods of Locating Contours Grid Method Controlling Points Method Ancient Astronomers 2.

The Earth. Geodetic North or Geodetic Azimuth 4. Practical Astronomy.. The Astronomical Triangle 6. Methods and Techniques of Determining Azimuth. Maps and Map Reading. Locating Polaris. A Simpler Method of Determining Azimuth.. Geodesy 2. The Clarke Spheroid of 3. Gerardus Mercator.

Johann Heinrich Lambert 5. Latitude and Longitude 6. Properties of Maps 7. Conformal Maps 8. Map Projections 9. Cylinders as Developable Surfaces Cones as Developable Surfaces Planes as Developable Surfaces The Mercator Projection The Lambert Conic Projection Reduction to Sea Level..

Reduction for Scale. Reduction for Curvature of Earth Second Term. Converting Between Geographic and Grid Positions. The Ellipse. The Geoid.. Geodetic Distance to Grid Distance Lambe,. Surface Distance to Grid Distance Lambert Geodetic Azimuth to Grid Azimuth Lambert.

Astronomic Azimuth to Geodetic Azimuth Geodetic Angle to Grid Angle.. Transverse Mercator System Missouri Geodetic Distance to Grid Distance Mercator Surface Distance to Grid Distance Mercator Geodetic Azimuth to Grid Azimuth Mercator. Correction to the I Term Second Term The Grid Traverse Statute Law 3.

Colonial Law 4. Property Law in the United States Stare Decisis Precedent Types of Property Part 3: Title Record Title Color of Title Cloud on Title Chain of Title Abstract of Title Attorneys' Opinion Affidavit Title Insurance Policy Recognition and Acquiescence Dedication.

The Gradient Boundary Meander Lines. Tidal Waters Tidelands Ownership of Beds of Lakes. Ownership of Offshore Submerged Lands. System of Rectangular Surveys Follow the Footsteps of the Original Surveyor.. Significance of Calls Harmony of Calls Beginning Corner Conflicting Calls Calls for Natural Objects Calls for Artificial Objects Stafford v.

Best Evidence Rule Maps as Evidence The Surveyor's Report Summary of Retracing the Original Survey. Riparian and Littoral Owners. Natural Changes in Streams, Lakes, and Tidelands Erosion Alluvium Accretion Reliction Avulsion General Rules.

Restoration of Lost or Obliterated Corners. Subdivision of Sections. Criminal and Civil Courts Trial Courts. Final Plat Part Planning the Residential Subdivision Grade or Steepness 2. Vertical Curves. Thrning Point on Symmetrical Vertical Curve. Practice Problems. Conversion Between lnches and Decimals.

Staking Offset Lines for Circular Curves 4. Curb Returns at. Street Intersections 5. Staking Offset Lines at Street Intersections. Establishing Finish Elevations or "Grade" 7.

Grade Rod. Setting Stakes for Curb and Gutter 9. Setting Slope Stakes Setting Slope Stakes at Cut Sections Setting Slope Stakes at Fill Section.

Setting Stakes for Underground Pipe Flowline and Invert. Unit of Measure.. Field Measurement. Cross Sections. Typical Sections. Plotting Cross Sections. Locating Balance Points..

Distnbuted Systems and Local-Area Networks. Chapter Data Structures and Program Design 1. Character Coding. Program Design. This means that the first three digits are exact or positive digits, but that the last digit is estimated. The last digit, 8, has been determined b ' estimating that one of the points lies along the tape between the I and 2 tenth marks, and it is estimated that it lies 8 tenths of the way bet",-een the 1 and the 2. Using the other tape, graduated into hundredths, the distance is recorded as The first four digits are exact or positive numbers and the last digit is estimated.

Thus, it can be 5C Jn that the number of digits re. Find the area of a right triangle with a base of 12 in and an altitude of 8 in. Find the number of square feet of wallboard needed to cover the walls and ceiling of a room 24 ft long, 16 ft wide, and 8 ft high. Find the number of 4 ft by 8 ft sheets needed. Find the cross-sectional area of a ditch of trapezoidal cross section with a top width of 28 ft, a bottom width of 4 ft, and a depth of 6 ft. Total area can be found by adding the areas of the components.

In some cases it may be appropriate to subtract the areas of geometric figures in order to find the net area desired. Example 5. Find the cross-sectional area of a highway fill of t. Find the area of a circle that has a 20 ft radius. Find the area of a 10 ft diameter circle. Find the area of t. Find the area of a 60 0 sector of a 6 in circle.

Find the area of a triangle with sides of 18 ft, 12 ft, and 10 ft. Divide the following figures int. Volume 1. Nomenclature A are' h altitude r radius V volume Example 6. It is measured in cubic units. The block shown in Fig. One cubic inch is a cube that measures 1 in on each edge. Find the volume of a triangular prism with a triangular base that has sides 3 in, 4 in, and 5 in, and with an 8 in altitude.

The denominators can be used for cancellation. The volume is 1. Find the volume of a rectangular right prism with a base of 3 ft by 4 ft and an altitude of 6 ft. Find the volume of a triangular right prism with base sides of 9 in, 12 in, and 15 in, and an altitude of 10 in. Find the volume of a cylinder with a base with a diameter of 10 in and an altitude of 8 in. Find the number of cubic feet of concrete to the nearest tentb in a pipe of 8 in inside diameter, 2 ft wall thickness, and 30 in length.

Find the necessary height of a cylindrical tank 6 ft in diameter if its volume is to be ft 3 to the nearest tenth. The volume is 6. Find the volume of a right prism with an altitude of 10 in and a base which enscribcs an isosceles triangle with a side length of 8 in and an altitude of 3 in.

Find the number of cubic yards of dirt in ft of a highway fill of trapezoidal cross section with a base at the bottom of ft, a base at the top of 80 fl. Dimensional Equations I. Definition of Dimensional Equat. Include the measured quantities in the equation. The surveyor and the surveying technician are intricately involved in measurements and in converting measurements expressed in one unit of measure to an equivalent in another unit of measure.

For example, to express in cubic yards the volume of a dump truck bed wit. Since there are 27 ft3 in a cubic yard, divide by 27 to find that the bed has a volume of 7 yd 3.

This operation is written as Example 7. However, setting up a single equation that includes the numbers expressing quantity but not units of measure similar to the dimensional equation is advantageous. It allows canceUation and is easily followed by someone whose task is to check its accuracy. Each number that expresses quantity should be shown in the equation.

For solutions that involve unfamiliar formulas, it is good practice to write the fonnula and then substitute the measured quantities. Four inches is exactly one-third of a foot but approximately 0. There are 7. I Convert 5 yd 3 a How many acres are in a rectangular plot ft long and ft wide? Solve each of the following problems by writing an equation in the form of a dimensional equation. Example: Find the mass of water in a full rectangular tank that is 8 ft long, 5 ft wide, and 5 ft deep.

Solution How many lineal feet of curb and gutter can be poured with 1 yd 3 of concrete? Example 7. The horizontal dimension is 6 ft, and the vertical dimension is 3 ft. Write a dimensional equation to convert the given quantities to an equivalent quantity in the unit of measure indicated. Walls, footing, and deck are 6 in thiclc. How many cubic yards of concrete are required? Loaded with water, the truck weighs 28, Ibm. How many thousand gallons of wa. Calculate to the nearest tenth of afoot.

How deep is the lot if it is 32 ft wide? One city is 16 mi due north and 12 mi due west of the other. A second piece of land, rectangular in shape and yd on one side, has the same acreage as the triangular piece.

Which piece of land would require the most fence to enclose? How many cubic yards of concrete were poured? I A swimming pool ft long, 50 ft wide, 2 ft deep at the shallow end, and 10 ft deep at the deep end is to be filled with water. The walls and floor of the tank are 6 in thick.

How many gallons of water are in the tank? Find the area of the segment. What is the diameter of the tank? How many cubic yards of dirt will be required to make the fill? Disregard shrinkage of soil. Positive and Negati.. These same symbols are also used to show the values of numbers. The numbers are called signed numbers. If there is no sign before a number, it is considered to be a positive number. Example 8. Zero is neither positive nor negative. Values of numbers increase from left to right.

For instance, in Fig. This statement can be simplified by use of symbols: -4 means "'greater than.