vertical angle of +14o 55'   is read to a target 1.50m above point B. The measured inclined distance is 850.25m, and the elevation of point A is 325.45m above datum. If the height of instrument at A is 1.15m, determine the difference in elevation between A and B 219.29m 227.33m 231.22m 218.52m 230.44m determine the horizontal distance from A to B 818.59m 818.33m 821.86m 821.60m 816.76m  determine the elevation at B 544.74m 543.97m 552.78m 556.67m 555.89m

Q: 64.41m. and the elevation of point K is 320m. above mean sea level. If the height of the instrument…

A: Given :

Q: 11). Compute all of the interior angles for the figure shown. D N13°50'E $38°21'W $74°12′E S83°24′W…

A: Given : To Find : Interior angles for the figure shown above ?

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: An instrument was set up over TBM 1, and backsights onto point A before sighting onto B. The…

A: To Calculate :- The angle measured at point C (BCD)

Q: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

A:

Q: Please answer letter a. Compass rule , In EF  length 1127.26

A: To find corrected latitude and departure

Q: Based on the level loop problem. What is the calculated elevation of BM_10 ?

A: Given: The reduced level of BM10  is 701.32'.   To Determine: The calculated elevation of BM10.

Q: STATION H.I H. ANGLE H. DIST V. DIST ELEV. ft ft ft Instrument station #1 (between BM and station…

A: Height of the instrument =elevation +vertical height and   elevation =height  of indtrument -vetical…

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: Convert

A: Given data -  Bearing = N 89° 20' 30'' W

Q: situation 3) Using the given data in the traverse, Course Distance, m Bearing N15 18'E S85 46'E AB…

A:

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.