{"product_id":"surveying-paperback-softback-9780470496619","title":"Surveying (Paperback \/ softback) 9780470496619","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eSurveying\u003c\/font\u003e\u003cbr\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003c\/p\u003e\n\u003cp\u003e\u003cfont size=\"4\"\u003eJack C. McCormac (Author), Wayne A. Sarasua (Author), William J. Davis (Author)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9780470496619, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003ePaperback \/ softback, published 15 May 2012\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e400 pages, Photos: 35 B\u0026amp;W, 0 Color; Drawings: 289 B\u0026amp;W, 0 Color\u003cbr\u003e27.4 x 21.1 x 2 cm, 0.794 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003e\u003cp\u003e\u003ci\u003eSurveying\u003c\/i\u003e Sixth Edition is designed to cover the standard topics in a basic surveying course in a streamlined manner, meeting the learning needs of today's student. This text provides comprehensive yet concise coverage of the essential skills necessary in surveying and civil engineering, such as measurement, distance corrections, leveling, angles, area computation, computer calculations, topographic surveying, electronic distance measuring instruments, and construction surveying. The text includes photos and diagrams, lists of useful addresses and degree programs, surveying tables, and formulas. New co-authors Wayne A. Sarasua and William J. Davis bring a fresh perspective to this classic text.\u003c\/p\u003e \u003cp\u003eThis text is suitable for students in a one-semester course at two and four-year colleges taking their first course on surveying.\u003c\/p\u003e\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e\u003cp\u003e\u003cb\u003ePreface\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 Introduction\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 1.1 Surveying\u003cbr\u003e \u003cbr\u003e 1.2 Geomatics\u003cbr\u003e \u003cbr\u003e 1.3 Famous Surveyors\u003cbr\u003e \u003cbr\u003e 1.4 Early History of Surveying\u003cbr\u003e \u003cbr\u003e 1.5 Plane Surveys\u003cbr\u003e \u003cbr\u003e 1.6 Geodetic Surveys\u003cbr\u003e \u003cbr\u003e 1.7 Types of Surveys\u003cbr\u003e \u003cbr\u003e 1.8 Modern Surveying Equipment\u003cbr\u003e \u003cbr\u003e 1.9 Use of Old Surveying Equipment\u003cbr\u003e \u003cbr\u003e 1.10 Maintenance of Equipment\u003cbr\u003e \u003cbr\u003e 1.11 Importance of Surveying\u003cbr\u003e \u003cbr\u003e 1.12 Safety\u003cbr\u003e \u003cbr\u003e 1.13 Liability Insurance\u003cbr\u003e \u003cbr\u003e 1.14 Opportunities in Surveying\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 Introduction to Measurements\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 2.1 Measurement\u003cbr\u003e \u003cbr\u003e 2.2 Necessity for Accurate Surveys\u003cbr\u003e \u003cbr\u003e 2.3 Accuracy and Precision\u003cbr\u003e \u003cbr\u003e 2.4 Errors and Mistakes\u003cbr\u003e \u003cbr\u003e 2.5 Sources of Errors\u003cbr\u003e \u003cbr\u003e 2.6 Systematic and Accidental or Random Errors\u003cbr\u003e \u003cbr\u003e 2.7 Discussion of Accidental or Random Errors\u003cbr\u003e \u003cbr\u003e 2.8 Occurrence of Accidental or Random Errors\u003cbr\u003e \u003cbr\u003e 2.9 Probability Curve\u003cbr\u003e \u003cbr\u003e 2.10 Propagation of Accidental or Random Errors\u003cbr\u003e \u003cbr\u003e 2.11 Significant Figures\u003cbr\u003e \u003cbr\u003e 2.12 Field Notes\u003cbr\u003e \u003cbr\u003e 2.13 Electronically Recorded Notes\u003cbr\u003e \u003cbr\u003e 2.14 Office Work and Digital Computers\u003cbr\u003e \u003cbr\u003e 2.15 Planning\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Distance Measurement\u003c\/b\u003e\u003cbr\u003e \u003cbr\u003e 3.1 Introduction\u003cbr\u003e \u003cbr\u003e 3.2 Pacing\u003cbr\u003e \u003cbr\u003e 3.3 Odometers and Measuring Wheels\u003cbr\u003e \u003cbr\u003e 3.4 Tachymetry\u003cbr\u003e \u003cbr\u003e 3.5 Taping or Chaining\u003cbr\u003e \u003cbr\u003e 3.6 Electronic Distance Measurements\u003cbr\u003e \u003cbr\u003e 3.7 Global Positioning System\u003cbr\u003e \u003cbr\u003e 3.8 Summary of Measurement Methods\u003cbr\u003e \u003cbr\u003e 3.9 Equipment Required for Taping\u003cbr\u003e \u003cbr\u003e 3.10 Taping Over Level Ground\u003cbr\u003e \u003cbr\u003e 3.11 Taping Along Sloping Ground or Over Underbrush\u003cbr\u003e \u003cbr\u003e 3.12 Review of Some Trigonometry\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Distance Corrections\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 4.1 Introduction\u003cbr\u003e \u003cbr\u003e 4.2 Types of Corrections\u003cbr\u003e \u003cbr\u003e 4.3 Incorrect Tape Length or Standardization Error\u003cbr\u003e \u003cbr\u003e 4.4 Temperature Variations\u003cbr\u003e \u003cbr\u003e 4.5 Slope Corrections\u003cbr\u003e \u003cbr\u003e 4.6 Sag and Tension Corrections\u003cbr\u003e \u003cbr\u003e 4.7 Combined Taping Corrections\u003cbr\u003e \u003cbr\u003e 4.8 Common Mistakes Made In Taping\u003cbr\u003e \u003cbr\u003e 4.9 Errors In Taping\u003cbr\u003e \u003cbr\u003e 4.10 Magnitude of Errors\u003cbr\u003e \u003cbr\u003e 4.11 Suggestions for Good Taping\u003cbr\u003e \u003cbr\u003e 4.12 Taping Precision\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 Electronic Distance Measuring Instruments (EDMs)\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 5.1 Introduction\u003cbr\u003e \u003cbr\u003e 5.2 Basic Terms\u003cbr\u003e \u003cbr\u003e 5.3 Types of EDMs\u003cbr\u003e \u003cbr\u003e 5.4 Phase Shift EDMs\u003cbr\u003e \u003cbr\u003e 5.5 Timed Pulse EDMs\u003cbr\u003e \u003cbr\u003e 5.6 Setting Up, Leveling, and Centering EDMs\u003cbr\u003e \u003cbr\u003e 5.7 Necessary Steps for Measuring Distances with EDMs\u003cbr\u003e \u003cbr\u003e 5.8 Errors in EDM Measurements\u003cbr\u003e \u003cbr\u003e 5.9 Calibration of EDM Equipment\u003cbr\u003e \u003cbr\u003e 5.10 Accuracies of EDMs\u003cbr\u003e \u003cbr\u003e 5.11 Computation of Horizontal Distances from Slope Distances\u003cbr\u003e \u003cbr\u003e 5.12 Training of Personnel\u003cbr\u003e \u003cbr\u003e 5.13 Summary of Comments on EDMs\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Introduction to Leveling\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 6.1 Importance of Leveling\u003cbr\u003e \u003cbr\u003e 6.2 Basic Definitions\u003cbr\u003e \u003cbr\u003e 6.3 Reference Elevations or Datums\u003cbr\u003e \u003cbr\u003e 6.4 First-, Second-, and Third-Order Surveys\u003cbr\u003e \u003cbr\u003e 6.5 Methods of Leveling\u003cbr\u003e \u003cbr\u003e 6.6 The Level\u003cbr\u003e \u003cbr\u003e 6.7 Types of Levels\u003cbr\u003e \u003cbr\u003e 6.8 Level Rods\u003cbr\u003e \u003cbr\u003e 6.9 Setting up the Level\u003cbr\u003e \u003cbr\u003e 6.10 Sensitivity of Bubble Tubes\u003cbr\u003e \u003cbr\u003e 6.11 Care of Equipment\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Differential Leveling\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 7.1 Theory of Spirit Leveling\u003cbr\u003e \u003cbr\u003e 7.2 Definitions\u003cbr\u003e \u003cbr\u003e 7.3 Differential Leveling Described\u003cbr\u003e \u003cbr\u003e 7.4 Earth's Curvature and Atmospheric Refraction\u003cbr\u003e \u003cbr\u003e 7.5 Verniers\u003cbr\u003e \u003cbr\u003e 7.6 Level Rod Targets\u003cbr\u003e \u003cbr\u003e 7.7 Common Leveling Mistakes\u003cbr\u003e \u003cbr\u003e 7.8 Leveling Errors\u003cbr\u003e \u003cbr\u003e 7.9 Suggestions for Good Leveling\u003cbr\u003e \u003cbr\u003e 7.10 Comments On Telescope Readings\u003cbr\u003e \u003cbr\u003e 7.11 Precision of Differential Leveling\u003cbr\u003e \u003cbr\u003e 7.12 Hand Signals\u003cbr\u003e \u003cbr\u003e \u003cb\u003e8 Leveling, Continued\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 8.1 Adjustments of Level Circuits\u003cbr\u003e \u003cbr\u003e 8.2 Precise Leveling\u003cbr\u003e \u003cbr\u003e 8.3 Profile Leveling\u003cbr\u003e \u003cbr\u003e 8.4 Profiles\u003cbr\u003e \u003cbr\u003e 8.5 Cross Sections\u003cbr\u003e \u003cbr\u003e 8.6 Nonclosed Leveling Routes\u003c\/p\u003e \u003cp\u003eProblems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 Angles and Directions\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 9.1 Meridians\u003cbr\u003e \u003cbr\u003e 9.2 Units for Measuring Angles\u003cbr\u003e \u003cbr\u003e 9.3 Azimuths\u003cbr\u003e \u003cbr\u003e 9.4 Bearings\u003cbr\u003e \u003cbr\u003e 9.5 The Compass\u003cbr\u003e \u003cbr\u003e 9.6 Variations In Magnetic Declination\u003cbr\u003e \u003cbr\u003e 9.7 Direction Arrow Convention\u003cbr\u003e \u003cbr\u003e 9.8 Local Attraction\u003cbr\u003e \u003cbr\u003e 9.9 Reading Bearings With a Compass\u003cbr\u003e \u003cbr\u003e 9.10 Detecting Local Attraction\u003cbr\u003e \u003cbr\u003e 9.11 Traverse Angle Definitions\u003cbr\u003e \u003cbr\u003e 9.12 Traverse Computations\u003cbr\u003e \u003cbr\u003e 9.13 Magnetic Declination Problems\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Measuring Angle and Directions With Total Stations\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 10.1 Transits and Theodolites (Obsolete)\u003cbr\u003e \u003cbr\u003e 10.2 Introduction to Total Stations\u003cbr\u003e \u003cbr\u003e 10.3 Types of Total Stations\u003cbr\u003e \u003cbr\u003e 10.4 Disadvantages of Total Stations\u003cbr\u003e \u003cbr\u003e 10.5 Advantages of Total Stations\u003cbr\u003e \u003cbr\u003e 10.6 Parts of Total Stations\u003cbr\u003e \u003cbr\u003e 10.7 Surveying With Total Stations\u003cbr\u003e \u003cbr\u003e 10.8 Setting Up the Total Station\u003cbr\u003e \u003cbr\u003e 10.9 Sighting the Instrument\u003cbr\u003e \u003cbr\u003e 10.10 Measuring Horizontal Angles\u003cbr\u003e \u003cbr\u003e 10.11 Closing the Horizon\u003cbr\u003e \u003cbr\u003e 10.12 Measuring Angles By Repetition\u003cbr\u003e \u003cbr\u003e 10.13 Direction Method for Measuring Horizontal Angles\u003cbr\u003e \u003cbr\u003e 10.14 Measuring Zenith Angles\u003cbr\u003e \u003cbr\u003e 10.15 Use of Data Collectors With Total Stations\u003cbr\u003e \u003cbr\u003e 10.16 Care of Instruments\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 Miscellaneous Angle Discussion\u003c\/b\u003e\u003cbr\u003e \u003cbr\u003e 11.1 Common Errors In Angle Measurement\u003cbr\u003e \u003cbr\u003e 11.2 Common Mistakes In Measuring Angles\u003cbr\u003e \u003cbr\u003e 11.3 Angle-Distance Relationships\u003cbr\u003e \u003cbr\u003e 11.4 Traversing\u003cbr\u003e \u003cbr\u003e 11.5 Older Methods of Traversing\u003cbr\u003e \u003cbr\u003e 11.6 Modern Traversing With Total Stations\u003cbr\u003e \u003cbr\u003e 11.7 Intersection of Two Lines\u003cbr\u003e \u003cbr\u003e 11.8 Measuring An Angle Where The Instrument Cannot Be Set Up\u003cbr\u003e \u003cbr\u003e 11.9 Prolonging a Straight Line By Double Centering\u003cbr\u003e \u003cbr\u003e 11.10 Establishing Points On a Straight Line Between Two Given Points\u003cbr\u003e \u003cbr\u003e 11.11 Cleaning Surveying Equipment\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 Traverse Adjustment and Area Computation\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 12.1 Introduction\u003cbr\u003e \u003cbr\u003e 12.2 Computations\u003cbr\u003e \u003cbr\u003e 12.3 Methods of Calculating Areas\u003cbr\u003e \u003cbr\u003e 12.4 Traverse Adjustment Overview\u003cbr\u003e \u003cbr\u003e 12.5 Balancing Angles\u003cbr\u003e \u003cbr\u003e 12.6 Latitudes and Departures\u003cbr\u003e \u003cbr\u003e 12.7 Error of Closure\u003cbr\u003e \u003cbr\u003e 12.8 Balancing Latitudes and Departures\u003cbr\u003e \u003cbr\u003e 12.9 Double Meridian Distances\u003cbr\u003e \u003cbr\u003e 12.10 Double Parallel Distances\u003cbr\u003e \u003cbr\u003e 12.11 Rectangular Coordinates\u003cbr\u003e \u003cbr\u003e 12.12 Areas Computed By Coordinates\u003cbr\u003e \u003cbr\u003e 12.13 Alternative Coordinate Method\u003cbr\u003e \u003cbr\u003e 12.14 Areas Within Irregular Boundaries\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 Computer Calculations and Omitted Measurements\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 13.1 Computers\u003cbr\u003e \u003cbr\u003e 13.2 Programs\u003cbr\u003e \u003cbr\u003e 13.3 Application of the Computer Program SURVEY\u003cbr\u003e \u003cbr\u003e 13.4 Computer Example\u003cbr\u003e \u003cbr\u003e 13.5 A Potential Warning: Danger In Computer Use\u003cbr\u003e \u003cbr\u003e 13.6 Omitted Measurements\u003cbr\u003e \u003cbr\u003e 13.7 Length and Bearing Of One Side Missing\u003cbr\u003e \u003cbr\u003e 13.8 Using Survey to Determine the Length and Bearing of a Missing Side\u003cbr\u003e \u003cbr\u003e 13.9 Example Radiation Problem\u003cbr\u003e \u003cbr\u003e 13.10 Computer Solution for Radiation Problem\u003cbr\u003e \u003cbr\u003e 13.11 Resection\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 Topographic Surveying\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 14.1 Introduction\u003cbr\u003e \u003cbr\u003e 14.2 Contours\u003cbr\u003e \u003cbr\u003e 14.3 Plotting of Topographic Maps\u003cbr\u003e \u003cbr\u003e 14.4 Summary of Contour Characteristics\u003cbr\u003e \u003cbr\u003e 14.5 Map Symbols\u003cbr\u003e \u003cbr\u003e 14.6 Completing the Map\u003cbr\u003e \u003cbr\u003e 14.7 Specifications for Topographic Maps\u003cbr\u003e \u003cbr\u003e 14.8 Methods of Obtaining Topography\u003cbr\u003e \u003cbr\u003e 14.9 Transit-Stadia Method of Mapping\u003cbr\u003e \u003cbr\u003e 14.10 Plane Table Surveys\u003cbr\u003e \u003cbr\u003e 14.11 Topographic Details Obtained With Total Stations\u003cbr\u003e \u003cbr\u003e 14.12 Selection of Points for Topographic Mapping\u003cbr\u003e \u003cbr\u003e 14.13 Profiles From Contour Maps\u003cbr\u003e \u003cbr\u003e 14.14 Checklist of Items to Be Included On a Topographic Map\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 The Global Positioning System (GPS)\u003c\/b\u003e\u003cbr\u003e \u003cbr\u003e 15.1 Introduction\u003cbr\u003e \u003cbr\u003e 15.2 Monitoring Stations\u003cbr\u003e \u003cbr\u003e 15.3 Global Navigation Satellite System\u003cbr\u003e \u003cbr\u003e 15.4 Uses of GPS\u003cbr\u003e \u003cbr\u003e 15.5 Basic Theory\u003cbr\u003e \u003cbr\u003e 15.6 How Can the Travel Time of a Satellite Signal Be Measured?\u003cbr\u003e \u003cbr\u003e 15.7 Clock Bias\u003cbr\u003e \u003cbr\u003e 15.8 GPS Errors\u003cbr\u003e \u003cbr\u003e 15.9 Minimizing Errors Through Differential Correction\u003cbr\u003e \u003cbr\u003e 15.10 Receivers\u003cbr\u003e \u003cbr\u003e 15.11 HARN\u003cbr\u003e \u003cbr\u003e 15.12 CORS\u003cbr\u003e \u003cbr\u003e 15.13 OPUS\u003cbr\u003e \u003cbr\u003e 15.14 WAAS\u003cbr\u003e \u003cbr\u003e 15.15 GPS Signals\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e16 GPS Field Applications\u003c\/b\u003e\u003cbr\u003e \u003cbr\u003e 16.1 Geoid and Ellipsoid\u003cbr\u003e \u003cbr\u003e 16.2 Field Applications\u003cbr\u003e \u003cbr\u003e 16.3 Static GPS Surveys\u003cbr\u003e \u003cbr\u003e 16.4 Kinematic GPS\u003cbr\u003e \u003cbr\u003e 16.5 Real-Time Kinematic Surveying\u003cbr\u003e \u003cbr\u003e 16.6 Virtual Reference Station\u003cbr\u003e \u003cbr\u003e 16.7 Dilution of Precision (DOP)\u003cbr\u003e \u003cbr\u003e 16.8 Planning\u003cbr\u003e \u003cbr\u003e 16.9 Example Problem\u003cbr\u003e \u003cbr\u003e 16.10 Network Adjustment\u003cbr\u003e \u003cbr\u003e 16.11 Carrier Phase GPS\u003cbr\u003e \u003cbr\u003e Problems\u003cbr\u003e \u003cbr\u003e \u003cb\u003e17 Geographic Information Systems (GIS)\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 17.1 Introduction\u003cbr\u003e \u003cbr\u003e 17.2 What? A Definition of Geographic Information Systems\u003cbr\u003e \u003cbr\u003e 17.3 Who and Where?\u003cbr\u003e \u003cbr\u003e 17.4 Why GIS?\u003cbr\u003e \u003cbr\u003e 17.5 When? The Evolution of GIS\u003cbr\u003e \u003cbr\u003e 17.6 Thematic Layering\u003cbr\u003e \u003cbr\u003e 17.7 Levels of Use of a GIS\u003cbr\u003e \u003cbr\u003e 17.8 Uses of Geographic Information Systems\u003cbr\u003e \u003cbr\u003e 17.9 Objectives of a GIS\u003cbr\u003e \u003cbr\u003e 17.10 Applications of a GIS\u003cbr\u003e \u003cbr\u003e 17.11 GIS on the World Wide Web\u003cbr\u003e \u003cbr\u003e 17.12 Accuracy in a GIS\u003cbr\u003e \u003cbr\u003e 17.13 Control Surveying\u003cbr\u003e \u003cbr\u003e 17.14 Legal Concerns With GIS\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e18 GIS, Continued\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 18.1 Essential Elements of a GIS\u003cbr\u003e \u003cbr\u003e 18.2 Selected Data About Geographic Locations\u003cbr\u003e \u003cbr\u003e 18.3 GIS Software\u003cbr\u003e \u003cbr\u003e 18.4 GIS Hardware\u003cbr\u003e \u003cbr\u003e 18.5 Sources of GIS Data\u003cbr\u003e \u003cbr\u003e 18.6 Putting Data into the Computer\u003cbr\u003e \u003cbr\u003e 18.7 Preprocessing Existing Data\u003cbr\u003e \u003cbr\u003e 18.8 Data Management and Retrieval\u003cbr\u003e \u003cbr\u003e 18.9 Manipulation and Analysis\u003cbr\u003e \u003cbr\u003e 18.10 Product Generation\u003cbr\u003e \u003cbr\u003e 18.11 Coordinates and Map Projections\u003cbr\u003e \u003cbr\u003e 18.12 Raster GIS\u003cbr\u003e \u003cbr\u003e 18.13 Conclusion to GIS Discussion\u003cbr\u003e \u003cbr\u003e Problems\u003c\/p\u003e \u003cp\u003e\u003cb\u003e19 Construction Surveying\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 19.1 Introduction\u003cbr\u003e \u003cbr\u003e 19.2 Work of the Construction Surveyor\u003cbr\u003e \u003cbr\u003e 19.3 Trade Unions\u003cbr\u003e \u003cbr\u003e 19.4 Property Survey from the Contractor's Viewpoint\u003cbr\u003e \u003cbr\u003e 19.5 Preliminary Surveys\u003cbr\u003e \u003cbr\u003e 19.6 Grade Stakes\u003cbr\u003e \u003cbr\u003e 19.7 Referencing Points for Construction\u003cbr\u003e \u003cbr\u003e 19.8 Building Layout\u003cbr\u003e \u003cbr\u003e 19.9 Base Lines (Layout Performed By Surveyors)\u003cbr\u003e \u003cbr\u003e 19.10 Radial Staking Methods\u003cbr\u003e \u003cbr\u003e 19.11 Batter Boards\u003cbr\u003e \u003cbr\u003e 19.12 Building Layout: Contractor Method\u003cbr\u003e \u003cbr\u003e 19.13 As-Built Surveys\u003cbr\u003e \u003cbr\u003e Problems\u003cbr\u003e \u003cbr\u003e \u003cb\u003e20 Volumes\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 20.1 Introduction\u003cbr\u003e \u003cbr\u003e 20.2 Slopes and Slope Stakes\u003cbr\u003e \u003cbr\u003e 20.3 Borrow Pits\u003cbr\u003e \u003cbr\u003e 20.4 Cross Sections\u003cbr\u003e \u003cbr\u003e 20.5 Areas of Cross Sections\u003cbr\u003e \u003cbr\u003e 20.6 Computation of Earthwork Volumes\u003cbr\u003e \u003cbr\u003e 20.7 Mass Diagram\u003cbr\u003e \u003cbr\u003e 20.8 Accounting for Shrinkage and Swell\u003cbr\u003e \u003cbr\u003e 20.9 Volumes from Contour Maps\u003cbr\u003e \u003cbr\u003e 20.10 Volume Formulas for Geometric Shapes\u003cbr\u003e \u003cbr\u003e Problems\u003cbr\u003e \u003cbr\u003e \u003cb\u003e21 Land Surveying or Property Surveying\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 21.1 Introduction\u003cbr\u003e \u003cbr\u003e 21.2 Title Transfer and Land Records\u003cbr\u003e \u003cbr\u003e 21.3 Common Law\u003cbr\u003e \u003cbr\u003e 21.4 Monuments\u003cbr\u003e \u003cbr\u003e 21.5 Blazing Trees\u003cbr\u003e \u003cbr\u003e 21.6 The Land Surveyor: A Specialist\u003cbr\u003e \u003cbr\u003e 21.7 Monuments, Bearings, Distances, and Areas\u003cbr\u003e \u003cbr\u003e 21.8 Miscellaneous Terms Relating to Land Surveying\u003cbr\u003e \u003cbr\u003e 21.9 Resurveys\u003cbr\u003e \u003cbr\u003e 21.10 Metes and Bounds\u003cbr\u003e \u003cbr\u003e 21.11 The U.S. Public Lands Survey System\u003cbr\u003e \u003cbr\u003e 21.12 Early Days of the System\u003cbr\u003e \u003cbr\u003e 21.13 Outline of the System\u003cbr\u003e \u003cbr\u003e 21.14 Meander Lines\u003cbr\u003e \u003cbr\u003e 21.15 Witness Corners\u003cbr\u003e \u003cbr\u003e 21.16 Deed Descriptions of Land\u003c\/p\u003e \u003cp\u003eProblems\u003cbr\u003e \u003cbr\u003e \u003cb\u003e22 Horizontal Curves\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 22.1 Introduction\u003cbr\u003e \u003cbr\u003e 22.2 Degree of Curvature and Radius of Curvature\u003cbr\u003e \u003cbr\u003e 22.3 Curve Equations\u003cbr\u003e \u003cbr\u003e 22.4 Deflection Angles\u003cbr\u003e \u003cbr\u003e 22.5 Selection and Staking Out of Curves\u003cbr\u003e \u003cbr\u003e 22.6 Computer Example\u003cbr\u003e \u003cbr\u003e 22.7 Field Procedure for Staking Out Curves\u003cbr\u003e \u003cbr\u003e 22.8 Circular Curves Using the SI System\u003cbr\u003e \u003cbr\u003e 22.9 Horizontal Curves Passing Through Certain Points\u003cbr\u003e \u003cbr\u003e 22.10 Spiral Curves\u003cbr\u003e \u003cbr\u003e Problems\u003cbr\u003e \u003cbr\u003e \u003cb\u003e23 Vertical Curves\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 23.1 Introduction\u003cbr\u003e \u003cbr\u003e 23.2 Vertical Curve Calculations\u003cbr\u003e \u003cbr\u003e 23.3 Miscellaneous Items Relating to Vertical Curves\u003cbr\u003e \u003cbr\u003e 23.4 Unequal-Tangent Vertical Curves\u003cbr\u003e \u003cbr\u003e 23.5 Vertical Curve Passing Through a Specified Point\u003cbr\u003e \u003cbr\u003e 23.6 Parabolic Curve Equation\u003cbr\u003e \u003cbr\u003e 23.7 Computer Example\u003cbr\u003e \u003cbr\u003e 23.8 Roadway Crowns\u003cbr\u003e \u003cbr\u003e 23.9 Roadway Superelevation\u003cbr\u003e \u003cbr\u003e Problems\u003cbr\u003e \u003cbr\u003e \u003cb\u003e24 Surveying-the Profession\u003cbr\u003e \u003c\/b\u003e\u003cbr\u003e 24.1 Surveying Licenses\u003cbr\u003e \u003cbr\u003e 24.2 Registration Requirements\u003cbr\u003e \u003cbr\u003e 24.3 Penalties for Practicing Surveying Without a License\u003cbr\u003e \u003cbr\u003e 24.4 Reasons for Becoming Registered\u003cbr\u003e \u003cbr\u003e 24.5 A Profession\u003cbr\u003e \u003cbr\u003e 24.6 Code of Ethics\u003cbr\u003e \u003cbr\u003e 24.7 To Be Classed as a Professional\u003cbr\u003e \u003cbr\u003e 24.8 Conclusion\u003cbr\u003e \u003cbr\u003e Problems\u003cbr\u003e \u003cbr\u003e APPENDIX A: Some Useful Addresses\u003cbr\u003e \u003cbr\u003e APPENDIX B: Baccalaureate Degree Programs in Surveying\u003cbr\u003e \u003cbr\u003e APPENDIX C: Some Useful Formulas\u003cbr\u003e \u003cbr\u003e Glossary\u003cbr\u003e \u003cbr\u003e Index\u003c\/p\u003e\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Civil engineering, surveying \u0026amp; building [\u003ca title=\"See our other books on Civil engineering, surveying \u0026amp; building\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Civil%20engineering,%20surveying%20\u0026amp;%20building%20%5BTN%5D%22\"\u003eTN\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley","offers":[{"title":"Brand New","offer_id":52501370929432,"sku":"9780470496619","price":130.49,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0730\/2037\/5320\/files\/9780470496619.jpg?v=1786234201","url":"https:\/\/freshlyprintedbooks.co.uk\/products\/surveying-paperback-softback-9780470496619","provider":"Freshly Printed Books","version":"1.0","type":"link"}