Distance coordinates Sexagesimal angle Est. Observ. course Point (m) North East K N S 85°30'W 100.00 100.00 L1 33.99 228° 56 L2 38.88 83° 17 L3 42.97 44°21 C1 47.96 71° 30

Q: 20. The X and Y coordinates of five stations of travese are given in the accompanying tabulation a…

A:

Q: 1. How many standard meridians are there in 105o?  2.The algebraic sum of latitude and departure of…

A:

Q: ... 20. The X and Y coordinates of five stations of closed a travese are given in the accompanying…

A:

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

A:

Q: LINE LENGTH (d) AZIMUTH FROM NORTH АВ 233.10 m 122° 30' BC 242.05 85° 15' CD 191.50 20° 00' DE…

A:

Q: 15-19. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

A:

Q: 2. Closed Traverse: LINE LENGTH (d) AZIMUTH FROM NORTH АВ 233.10 m 122° 30' ВС 242.05 85° 15' CD…

A: Given data in question  Length Bearings Closed Traverse  To find out  Draw figure of traverse

Q: COURSE DISTANCE (m) AZIMUTH FROM SOUTH АВ 475.48 180°50' BC 649.13 116°06' CD 867.34 25°54' DE…

A: Solution: Diagram:

Q: LINE LENGTH, m BEARING АВ 28.612 N 19° 54' 47.27" W N 71° 55' 22.54" E S 62° 28' 13.34' E S 25° 37'…

A: LINE BEARING LENGTH (m) Latitude=lcosθ Departure=lsinθ AB N19°54'47.27''W 28.612 26.901…

Q: NE 320 SUUNTO MS 00 90 SO YO CO 00 MN

A: It is quadrant bearing compass by the observation of the readings.

Q: Determine the area (hectares) within the traverse using DMDS. Course Dep Lat AB -221.351 27.185 ВС…

A:

Q: Situation 3] Given the following tabulation ofthe dlosed traverse ABCDE, determine the total area…

A:

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A:

Q: Given the following notes for a closed traverse. Determine the following: a) Coordinates of station…

A:

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A:

Q: Lot#1118 Distance(m) Coordinates Bearings S75°29'E Corner 1 to 2 2 to 3 3 to 4 33.62 20079.84…

A:

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Length(m) 101.01…

A:

Q: A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.4 15.8 BC…

A:

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A:

Q: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE DEPARTURE UNE +N -S +E…

A:

Q: a. What is the latitude of line CD? а. 28.52 b. -28.52 C. -27.22 d. 27.22 b. What is the departure…

A: Given data in question  Closed traverse  Length of lines Reduced bearings To find out  Latitude…

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A:

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A: Given:- The east coordinates of the point R = 13291.831 m  The length of the line RQ = 501.181 m…

Q: Given the following data for a closed traverse in which the lengths of sides CD a DE are unknown…

A: To determine the length of side  DE  For a closed traverse summation of latitude and departure is…

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

A: Hi

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A: Given To find Length and direction of line AD

Q: Compute the area of the traverse data shown by DMD method. LINES 1-2 LATITUDE +60 DEPARTURE -30 2-3…

A:

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A: Given:- The east coordinates of the point R = 14239.433 m  The length of line RQ = 665.639 m  The…

Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

A: We can find the area of Traverse by  DMD method (double meridian distance) DPD method (double…

Q: 4. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 80.40 N 76°00' E 2-3…

A: A closed traverse is generally a series of connected lines and their lengths and bearings are…

Q: Use the field notes to calculate the latitude from Point LUC-1 to point Crunch. Elevation of Point…

A:

Q: Determine the unknown values of a given closed traverse: Line Latitude Departure DMD DA AB 49.29…

A:

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A:

Q: Dist. (m) | Mean Dist. (m) Line Azimuth Bearing Latitude Departure from South 1- 2 27.35 171° 18' 2…

A:

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: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A:

Q: Lot#2426 Corner Bearings S34°01'E Distance(m) Coordinates 1 to 2 2 to 3 33.86 20079.84 19842.72…

A:

Q: PANSAMANTA Grid Distance (m)-3 decimals i Grid Azimuth (000000000") X (m)-3 decimals

A: Given data shows the elevation and coordinates of two lines with their latitude. It is required to…

Q: Given the following stations with their respective offset distances, determine the area of the land…

A:

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A: Given :

Q: 1- Coordinates of A (Easting and Northing). * 2- Azimuth of BC and CD 3- Coordinates of point C 4-…

A:

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A: To Determine Length and bearing of line AD.

Q: COMPUTED LATITUDE COMPUTED DEPARTURE LINE DISTANCE (m) BEARING W 388. 80 202.03 AB BC CD DE EA 647…

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not…

A:

Q: Compute by DMDs the area in hectares within a closed-polygon traverse ABCDEFA by placing the X and Y…

A: Given:- The departures and latitudes of a closed-polygon traverse ABCDEFA are given Side…

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

A:

Q: LINE DISTANCE, m BEARING S 84°38' W N 42°30' E N 49°49' E АВ 534.22 BC 390.62 CD DE 304.07 EA 370.29…

A: A closed traverse bearing is given in the tabulated form and it has been asked to determine missing…

Q: Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the…

A:

Q: LINE DISTANCE (m) BEARING 1-2 382.50 Due East S 89°25' E S 27°45' E 2-3 248.78 3-4 Unknown 4-5…

A:

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.