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: 6. From a two inaccessible but intervisible points A and B, the angles to two triangulation stations…

A:

Q: Find: a) the stadia interval for station L b) The horizontal distance between the instrument and…

A: Given Height of Instrument = 1.57 m Elevation of J = 326.3 m Stadia constant, C = 0.31 K = 99.3

Q: Convert N25deg25minW to an equivalent azimuth with illustration.

A: To Convert :- N25°25'W to an equivalent azimuth

Q: n the two-peg test of a dummy level, the following observations are taken. On point A On point B…

A: Given. When Instrument is at "M", Staff reading at A= 2.672 m Staff reading at B= 1.235 m When…

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

A: Given :

Q: Q4A) Compute only the most probable value of the horizontal angle to the right < CBA. Theodolite…

A: To find :

Q: Let A be a point of elevation 230.48m above datum, and let B and C be points of unknown elevation.…

A:

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 line of levels is run from BM1 to BM2 that is 3 km long. Elevation of BM1 and BM2 was found out to…

A:

Q: No need to show solutions. Table 2. Interior Angle Traverse STA STA MEAN OBSERVED INTERIOR ANGLE…

A:

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: Point A has an elevation of 130.48 m above mean sea level while elevations at points B and C are…

A:

Q: The azimuth for line AB is 35° and the azimuth for line AC is 140°. The internal angle BAC in…

A: The azimuth of line AB = 35o The azimuth of line BC  =140o To measure internal angle BAC?

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: Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the…

A:

Q: Point K has an elevation of 157.36 feet. The altitude angle between points L and K (measured from…

A:

Q: A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B is in…

A: Given:-  A is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B…

Q: AZIMUTH 1. Convert N 45 36' E to its equivalent azimuths 2. Convert S 65 15' E to its equivalent…

A:

Q: 59. The back staff reading on a B.M. of R.L. 500.000 m is 2.685 m. If foresight reading on a point…

A: given- Reduced level of BM=500 mBack staff reading BS=2.685 mforesight readig FS=1.345 m

Q: 1. For the figure shown, a vertical angle of - 14°30' is taken to a target 1.75 m above point 3. The…

A:

Q: Find the level of Poin A (Azimuth. OA.Oc) From the diagram below A verteal angle e = 47° 15m 4.5 B…

A:

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: Station Adjusted Bearings Measured Length(ft) A S107°40'23"E 217 B N88°40'23" 175.2 E S87°45'59"W…

A: Traversing is a type of survey in which a number of connected survey lines as well as their…

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: Q5) If |BC| = 166.176 m , determine Azimuth (AB),|AB| and coordinates of point C %3D x=906.54m B…

A: coordinates at A=XA,YA=879.94,88.09  and  Azimuth =θABB=XB,YB=906.54,253.95  and  Azimuth…

Q: The calculations in differential leveling works are limited only to determining the heights of the…

A: Given data in question  Differential levelling work To find out  Statement above is True or False.

Q: L 91 29 12 B R 268 31 06

A:

Q: (30° (55 92° 28°

A:

Q: The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290"…

A: The given data is: The azimuth of line AB=290° Coordinates of point A=(1000,1000) Calculating the…

Q: A line of levels is run from BM1 to BM2 that is 9 km long. Elevation of BM1 and BM2 was found out to…

A: Answer  We are given distance between BM1 and BM2 = 9 Km Elevation of BM1 = 128.55 m Elevation of…

Q: Convert

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

Q: Prepare a set of level notes for the data listed. Perform a check and adjust the mis- closure.…

A: Given data,

Q: 1. A stadia measurement obtained the following data; vertical angle is 30°23', and the observed…

A: Given; Multiplicative constant,K=95.5m Additive constant, C=0.30m Stadia  intercept, S=2.2 Verticle…

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.