r cornered lot has the ff. azimuth and distances with unknown non-adjacent sides. DOUNDARY AZIMUTU DISTANCE

Q: or no. 14 oniy: Sho ne, the irregular boundary and the end offsets using: accompanying sketch below…

A: To calculate the area by the Trapezoidal rule, the given shape is divided into trapezoids of equal…

Q: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

A:

Q: where did 56.11 or 56.41 in 2nd line on corrected length of the line come from after the value of -…

A: Given: Measured length of line, L = 2538.45 m  Tape length, lo = 45 m  Required: To explain how…

Q: If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in…

A: Given data Angle of line AB = θAB = 200°35' Angle of Line AC = θAC = 280°15' Length of line AB (LAB)…

Q: Given the following coordinates for two points A and B, A (xA 680,50m; yA = 750,40m); B (xB =…

A: A grid bearing is generally a method used to measure in relation to the fixed horizontal reference…

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

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Q: ● Find the total area of rectangle below Close traverse W N O | 131 S 5 m.

A: Distance and bearing of the traverse is given as Line Distance (m) Bearing AB 3 m 31o BC 5 m…

Q: TRAVERSE DATA W/ OHITTED MEASUREMENTS LUNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N…

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Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: Given data : Line AB has an azimuth of 322° 40' 20" Find the principal angle in degree for line AB

Q: Determine the length and direction of a line that runs through F and divides the tract into two…

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Q: What is the length of side "b" to the correct number of significant figures? B A O 300.92' O…

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Q: Recorded Information for the Closed Traverse COURSE BEARING LENGTH* N 30° 30' E N 75° 30' W АВ 56.50…

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Q: Compute for the volume of the cross section using Prismoidal Correction, considering b is 8.0…

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Q: Problem 2: Problem 2: Determine the azimuths of the line provided in the following drawing. Line…

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Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: 23. From a topographic survey, the elevations point A and B were determined to be 233.7m and 247.7m.…

A: Finding out how many contour lines can be drawn.

Q: Points C and D have the following coordinates (Northing, Easting). C = (800, 600), D = (450, 350).…

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Q: Where did you get -0.0673d^2?

A:

Q: LINES BEARING DISTANCES АВ N 28° E unknown BC Due East 250.62 m CD S 32° E unknown DA Due West…

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Q: +901.00 m (Dep of AB) +1000.20m (Dep of BC) -900.50 m Dep of DE) -915.16 m (Dep of CD) -85.54 m (Dep…

A: Given  To find length of RS  Distance of S from C

Q: Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both…

A:

Q: What do you mean by? AEW , sMTI

A: AEW :- Airborne Early Warning An airborne early warning is defined as a system in an airborne radar…

Q: Given the technical description of a triangular lot below. Lines Вearing Distances(m) АВ N 40-00-00…

A: In N-W : Lattitude +ve and Departure -ve  In N-E : Both positive In S-E : Lattitude -ve and…

Q: MEASURING ANGLES WITH TAPE. The measure 1063.55, 1840.33, and 1325.05 m. sides of a triangle…

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Q: 5. A closed traverse has the following data. | 等 LINE 1-2 2-3 LATITUDE +76.30 +33.80 DE PARTURE…

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Q: Which line passes through true north and true south? O a. Dip O b. True Meridian c. Magnetic…

A: Following is required  answer :

Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Calculate the horizontal distance between A to B, D = KS Cos2θ + C Cos θ K - Stadia interval…

Q: below. Find the bearing of line DE and the length of line EA of the closed traverse given the…

A: Given  The traverse is a closed traverse.

Q: What is the elevation of Point B? 5.65 ft Pt. A = Elevation of 1546.29 ft Pt. B 4.32 ft Coal…

A: Elevation of point A = 1546.29ft Height of instrument, Hi = 5.65ft Height of pole end from point B =…

Q: Find the point intersection of contour line 23.9 m with the grid between oints have elevations 30.8…

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Q: add the decimal fractions. 0.9138.047+76.465

A: Given decimal fractions are: 0.913 8.047 76.465

Q: From the given traverse result: Lines Bearing Distance…

A: Closed traverse ABCDEA is given where bearing of line DE and EA is missing. It has been asking to…

Q: 1. Determine the area of the given closed traverse. LINE AB BC CD DE EA A. 820.6 mm^2 B 786 4 mm^2…

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Q: Problem 3 A field is in the form of a regular pentagon. It is required to determine the directions…

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Q: Characteristics of the contour along line DE

A: Characteristics of counters 1. Must close on themselves, on or off the map. 2. Perpendicular to the…

Q: The runs north-south along the meridial lines and the runs east-west along the base lines in the…

A: The _______ runs north-south along the meridian lines and _______ runs east-west along the base line…

Q: 7. This rule of determining area is based on the assumption that the curved boundary consists of a…

A: In a geometric pattern, a refractory piece is examined and sorted on graph paper. The building area…

Q: -18- (45.52) (40.00) 5000.00 ft N 10,000.00 ft E 4990.54 ft N 15,665.34 ft E (b) Exercise 4 5.…

A: Solution This can be analyzed on the basis of proportioning of distances in the fields using…

Q: Irregular Area = 1930 m2 and the offsets from line AB to the Irregular line ( h1, h2, h3 , h4 , h5 ,…

A: Area = A = 1930m2 h1 = 30m h2 = 28m h3 = 15m h4 = 27m h5 = 22m h6 = 13m h7 = 10m

Q: A field is in the form of a regular pentagon. The direction of the bounding sides was surveyed with…

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Q: A field is in the form of a regular pentagon. It is required to determine the directions of bounding…

A: Introduction- In such a spherical coordinates, an azimuth is an angular measurement. The vectors…

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.