7) Station A has xy coordinates (in feet) of (42992.36, 14354.37) and station B has xy coordinates of (43476.79, 15110.90). What are the course length and azimuth? L=898.34 Az=30°53'48.44"

Q: The bearing of a survey line is N31° 17'W. Its azimuth observed from the north is _______ deg.…

A: given- bearing=N31o17'Wazimuth from north is required to find.

Q: Fill in the blanks: (Use compass rule) Line Length Corrected Corrected Corrected Departure Azimuth…

A:

Q: situation 2] Given the following technical description of a closed traverse, Length, m 255.75 Course…

A:

Q: 19. Adjust the Close Traverse shown belo Azimuth (from Course Length, m North) AB 493.01 4°02' BC…

A:

Q: S 54°58'58" E N 45°55'21" E 382.24' A S 68°05'27" W 472.72' 276.48' N 19°46'15" W 216.12'

A:

Q: figure, if you know the coordinates of point .C(11617.77, 22669.62) Compute length of line BC (SBc)…

A: Coordinates of A = ( 12341.23, 22453.45) Coordinates of C = ( 11617.77, 22669.62) Length of line AB,…

Q: COURSE LENGTH (m) BEARING / AZIMUTH АВ 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE unknown…

A:

Q: bearing to azimuth N108°44’41.2”

A:

Q: The bearing of a survey line is N31°17'W. Its deg. azimuth observed from north is (round off to two…

A: The bearing of a survey line is N31°17'W. Its azimuth observed from north is?

Q: (X=2,601.21,Y=1,809.26) 1 91268.29" 120°59 18.38" 2 |(X=2,608.42,Y=1,782.09) 62 51'42.58"

A: Back bearing = Fore bearing ± 1800.   While calculating Bearing of a line if the outcome is negative…

Q: 4. Closed Traverse: COURSE LENGTH AZIMUTH FROM NORTH АВ 495.85m 5°30' BC 850.62 46°02' CD 855.45…

A:

Q: Find all the bearings and azimuths of the close traverse with the interior angles given, no…

A: The objective of the problem is to determine all the bearings and azimuths of a closed traverse…

Q: 19. The distance between Sta. 32+ 45.2 and Sta. 40 + 60.5 of a survey is A. 7305.7 ft. B. 905.7 ft.…

A: Given Data Two stations are given in the question. Station 1 = 32+45.2 Station 2 = 40+60.5 We are…

Q: etermine the azimuths for the traverse below. AZAB, AZBC, AZCA.

A:

Q: Azimuth from South to Bearing 170°30' 162°27'

A:

Q: Determine the latitude and departure of each course based on the observed data of a closed traverse.

A: Given data in question  Length  Bearing Closed traverse To find out  Latitude Departure

Q: Determine the interior angles of the given interior angle traverse. LINES BEARINGS АВ N76°30'E ВС…

A: Furstwe have to reduce quadrantal bearing to whole circle bearing for given 4 sided polygon  Then…

Q: 5. Balance the given closed traverse by Compass Rule, compute the coordinates and the Linear Error…

A: Given:- Closed Traverse To find:- Coordinates and Linear error of closure

Q: Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles…

A: Given :

Q: If the latitude and departure of a traverse line from R to S is -146.383m and 145.762m respectively.…

A:

Q: Compute the preliminary azimuths. The data in the table below is for a closed-polygon traverse. (m)…

A:

Q: 3. Determine the unknown azimuths for the traverse courses shown.

A: Given:- To find:- Unknown Azimuths

Q: 4. Closed Traverse: COURSE LENGTH AZIMUTH FROM NORTH АВ 495.85m 5°30' BC 850.62 46°02' CD 855.45…

A:

Q: LA closed polygonal traverse has the following coordinates (in feet): A (10000, 5000), B (9,879.2…

A: Hi

Q: An azimuth of 125°has a bearing of: (a)?35°? (b)?55°? (c)?125°? (d)?35°?

A:

Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

A:

Q: A four-sided figure in which the sum of the interior angles = 360°-00¹-08" was completed. What…

A:

Q: Azimuth from South to Bearing 1. 193°45' 2. 333°39' 3. 76°09'

A: To find into quadrant circle bearing

Q: The data in the table below is for a closed-polygon traverse. 456.615 Course Azimuth Length (m)…

A: AdjustedDepartureDA=D−ΣD×lΣl;AdjustedLatitudeLA=L−ΣL×lΣlD, L = Unadjusted Departure, Unadjusted…

Q: Find all the bearings and azimuths of the close traverse.

A: A closed traverse is given belowNeed to find all the bearings and azimuths of the close traverse

Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

Q: a) Determine the distance of line CD using Compass Rule b) Determine the bearing of line EA using…

A:

Q: 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

A: Given data- A table showing data for points A & B given- To Find- The azimuth of line BC.

Q: For the figure below, compare the sides' azimuth calculations that are computed clockwise with these…

A:

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A: Adjusted departure = D -  ;  Adjusted latitude = L - D, L =  unadjusted departure and unadjusted…

Q: close traverse has the following data: Line Distance (m) Azimuth AB 138.538 76°28’12” BC…

A:

Q: Given in the tabulation below are the adjusted lengths and azimuths taken from the north of a closed…

A:

Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

A: Azimuth of AB =N 45°23'EAzimuth of BC =S 34°40'EAzimuth of CA =N79°50'W

Q: Given closed traverse with omitted measurements, Line Distance (m) | Azimuth (from North) AB 281.4…

A: To determine the omitted measurements.   Given closed traverse, Line Distance (m) Azimuth (from…

Q: COMPLETE THE CHART: BEARING N. 10° 20' 30" E. S. 73° 45' 13" E. AZIMUTH 276 12' 07" 196° 15' 12"…

A:

Q: 1 Given the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse…

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

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.