Cheat sheet

FS Surveying Cheat Sheet

Practice this exam

Surveying Processes

  • 15-22% of exam
  • Instrumentation GNSS Control Topographic Construction Records

Mapping Methods

  • 13-19% of exam
  • Scale CAD GIS TIN Remote Sensing Metadata

Boundary Law

  • 17-26% of exam
  • Records Monuments Metes PLSS Easements Water

Surveying Principles

  • 12-18% of exam
  • Bearings Datums Geodesy Heights SPCS Route

Survey Computations

  • 15-24% of exam
  • COGO Traverse Leveling Curves Volume Grade

Business Concepts

  • 10-15% of exam
  • Scope Safety Liability Ethics Records Communication

Math + Statistics

  • 9-14% of exam
  • Trig Statistics Error Units Regression Redundancy

Quick Facts

  • Exam FS
  • Owner NCEES
  • Format CBT
  • Questions 110
  • Exam time 5 hr 20 min
  • Appointment 6 hr
  • Break 25 min
  • Fee $225
  • Reference Electronic
  • Units SI + USCS
  • Score Pass/fail

CBT Flow ME

  • Find formula, check units, flag
  • Search handbook Check units Estimate answer Flag slow items

Static GNSS vs RTK ME

Static

  • Long sessions
  • Control quality
  • Postprocess common

RTK

  • Real-time positions
  • Correction link
  • Production shots
  • Control vs production

Field Method Picker ME

  • Need control network → Static GNSS ( High accuracy )
  • Need rapid positions → RTK GNSS ( Corrections required )
  • Need precise elevations → Differential level ( Close loop )
  • Need terrain model → Topo survey ( Breaklines matter )
  • Need building layout → Construction staking ( Design coordinates )
  • Need dense surface → Scanner/UAS ( Control required )

Exam Day ME

  • CBT Computer-based testing
  • NDA Two-minute agreement
  • Tutorial Eight-minute orientation
  • Exam block 5 hr 20 min
  • Scheduled break 25 minutes
  • Handbook Onscreen reference
  • Standards Searchable exam PDFs
  • MyNCEES Registration hub

Field Instruments ME

  • GNSS Satellite positioning
  • GPS US satellite system
  • Level Elevation transfer
  • Total station Angles + distances
  • Robotic station Single-operator tracking
  • Scanner Point-cloud capture
  • UAS Drone mapping
  • Field book Legal record

Control Work ME

  • Horizontal control Position framework
  • Vertical control Elevation framework
  • Network design Redundant geometry
  • Benchmark Known elevation
  • Check shot Independent verification
  • Accuracy standard Required tolerance
  • Raw data Unadjusted observations

CAD vs GIS MA

CAD

  • Drafting focus
  • Design geometry
  • Sheet deliverables

GIS

  • Database focus
  • Attributes matter
  • Spatial analysis
  • Draw vs analyze

Map Products MA

  • Plan view Horizontal layout
  • Profile Alignment elevation
  • Cross section Perpendicular slice
  • Plat Boundary map
  • ALTA Land-title survey
  • Topographic Features + relief
  • Planimetric Features, no relief
  • Contours Equal-elevation lines

Data Systems MA

  • CAD Drafting geometry
  • BIM Building model
  • GIS Spatial database
  • Metadata Data about data
  • TIN Triangle surface
  • DEM Bare-earth grid
  • DSM Surface-with-features
  • LiDAR Laser scanning

Evidence First BO

  • Find ground before math
  • Original monuments Record calls Occupation Computations

Record vs Occupation BO

Record

  • Deeds/plats
  • Written intent
  • Title chain

Occupation

  • Fences/walls
  • Use evidence
  • Ground facts
  • Paper vs ground

Boundary Picker BO

  • Found original monument → Hold evidence ( Strong control )
  • Record calls conflict → Weigh evidence ( Legal analysis )
  • Water boundary appears → Check law ( Riparian/littoral )
  • PLSS description appears → Township grid ( Aliquot parts )
  • Easement is listed → Map burden ( Title review )

Boundary Evidence BO

  • Deed Written conveyance
  • Plat Recorded map
  • Monument Physical control
  • Occupation Possession evidence
  • Senior rights Earlier conveyance
  • Junior rights Later conveyance
  • Easement Use right
  • Encumbrance Title burden

Water Rights BO

  • Riparian rivers; littoral lakes
  • Rivers/streams Lakes/seas Water marks State law

Easement vs Encumbrance BO

Easement

  • Specific use
  • Access/utilities
  • Nonpossessory right

Encumbrance

  • Title burden
  • Lien/covenant
  • Broader category
  • Use vs burden

Land Systems BO

  • Metes/bounds Courses + monuments
  • PLSS Township-range system
  • Aliquot part Fractional section
  • Riparian River/stream rights
  • Littoral Lake/sea rights
  • Water mark Boundary evidence
  • Adverse possession Unwritten claim
  • Mineral rights Subsurface interests

Azimuth vs Bearing PR

Azimuth

  • 0-360 degrees
  • Clockwise from north
  • No quadrant

Bearing

  • Acute angle
  • Uses quadrant
  • N/S then E/W
  • Circle vs quadrant

Geodesy Basics PR

  • Azimuth Clockwise from north
  • Bearing Quadrant angle
  • Declination Magnetic-true angle
  • Geoid Gravity surface
  • Ellipsoid Mathematical surface
  • Datum Reference frame
  • SPCS State plane coordinates
  • Convergence Grid-true angle

Geoid vs Ellipsoid PR

Geoid

  • Gravity surface
  • Orthometric heights
  • Elevation reference

Ellipsoid

  • Math surface
  • GNSS heights
  • Datum model
  • Gravity vs geometry

Traverse Components CO

  • Lat north-south; dep east-west
  • Lat: N/S Dep: E/W Sum for closure Adjust after checks

Cut vs Fill CO

Cut

  • Remove material
  • Existing above design
  • Excavation volume

Fill

  • Add material
  • Existing below design
  • Embankment volume
  • Above vs below

Computation Picker CO

  • Course to coordinates → Lat/depart ( Component method )
  • Closure residual remains → Traverse adjustment ( Find blunders first )
  • Elevation difference needed → Differential leveling ( BS minus FS )
  • Curve stakeout appears → Curve elements ( Identify givens )
  • Cut/fill requested → Volume method ( Match sections )
  • Grid-ground mismatch → Combined factor ( Scale coordinates )

Traverse + COGO CO

  • Latitude North-south component
  • Departure East-west component
  • Misclosure Closure residual
  • Compass rule Length-weighted adjustment
  • Least squares Redundant adjustment
  • Inverse Coordinates to course
  • Intersection Lines to point
  • Area Ordered coordinates

Curves + Grades CO

  • Radius Curve size
  • Delta Central angle
  • Tangent PI to curve
  • Arc length Curve distance
  • Chord Straight curve span
  • PVI Grade intersection
  • PVC Vertical curve start
  • PVT Vertical curve end
  • Grade Rise/run percent

Business Ops BU

  • Scope Defined deliverables
  • Specifications Required standards
  • Cost estimate Projected resources
  • Schedule Planned timing
  • E&O Professional insurance
  • Negligence Below standard
  • Safety plan Hazard controls
  • Ethics Professional duty

Error Types MA

  • Random scatters; systematic shifts; blunders break
  • Scatter Bias Mistake Check residuals

Precision vs Accuracy MA

Precision

  • Repeatability
  • Small scatter
  • May be biased

Accuracy

  • Near truth
  • Low bias
  • Needs control
  • Repeat vs true

Error Picker MA

  • Repeated scatter → Random error ( Adjust statistically )
  • Constant bias → Systematic error ( Correct cause )
  • Impossible value → Blunder check ( Reject mistake )
  • Extra observations → Least squares ( Use redundancy )
  • Mixed units → Conversion check ( Track dimensions )

Math + Error MA

  • Mean Average value
  • Median Middle value
  • Std dev Spread measure
  • Random error Scattered variation
  • Systematic error Consistent bias
  • Blunder Gross mistake
  • Unit conversion Dimensional check
  • Regression Trend model

Common Traps

FE vs FS

  • FE = engineering ≠ FS = surveying

DMS vs decimal

  • DMS has parts ≠ Decimal is single

Slope vs horizontal

  • Slope is inclined ≠ Horizontal is plan

Grid vs ground

  • Grid is projected ≠ Ground is measured

Accuracy vs precision

  • Accuracy needs truth ≠ Precision repeats tightly

Backsight vs foresight

  • Backsight known ≠ Foresight unknown

Monument vs coordinate

  • Monument is evidence ≠ Coordinate is calculation

Standard vs statute

  • Standard guides practice ≠ Statute controls law

Last Minute

  • 1. 110 questions; 5 hr 20 min
  • 2. Use official electronic references
  • 3. Boundary 17-26%; compute 15-24%
  • 4. Lat = north/south component
  • 5. Dep = east/west component
  • 6. Azimuth = full circle
  • 7. Bearing = quadrant angle
  • 8. Geoid height differs from ellipsoid
  • 9. Grid distance differs from ground
  • 10. Close levels and traverses
  • 11. Find blunders before adjustment
  • 12. Monuments beat blind math
  • 13. Scope defines deliverables
  • 14. Results are pass/fail

FS Fundamentals of Surveying

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