1. (64° 49' 13" to decinal degree 2. 87.375° to DMS to decinal degrees to DMS 3. 19° 12' 18" 4 220.43°

Q: 7. Given the Azimuth J-K is 40° 44’ 00" and Angle K-J-P is 68° 48’ 38" clockwise. What is the…

A:

Q: If the starting coordinates of station A are E = 5000 ft, N = 10000 ft and the Departure is 517.44…

A: To Find :- Easting of station B Given:- Easting and Northing of station A are 5000 ft & 10,000…

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'

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Q: signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6:…

A:

Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Given: Instrument @ "B", BS "C", FS "A" Northing B = 5000.000, Easting B = 10000.00, Elevation B =…

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Q: Station Line Length (Ft) Interior Angles A 89°30'30" AB 447.60 B 89°30'30" BC 180.00 C 89°45'45" CD…

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Q: art 2. If a level is being used to determine the elevation of the unknown as shown from a known BM…

A: Auto Level: It is levelling device which consist of three prims ,middle ones is fitted with fine…

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

A:

Q: Plot the following ground obstructions on an obstruction diagram.From an azimuth of 65° to 73° there…

A: Given:- A ground obstruction is given  An azimuth of the ground obstruction =  65° to 73° The…

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: Given: g1 = - 2% == g2 = + 3% BVC Station = 16+50 BVC Elevation = 112.00' L = 400.00' What is the…

A: The answer is 18+10.

Q: COURSE AB 8886 BC CD DA DISTANCE 120m ? 100m 80m 43. The length and bearing of BC 44. The area of…

A: here question contain multiple question so As per our guidelines i will answer only first question

Q: 35. When setting out design points from control points using a total station, horizontal orientation…

A: Design point- The point over which total station is set up. Control point- A control point is known…

Q: S30°47'19"W N79 15'12"E

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Q: 2-The horizontal angle reading at point A was 317°38'15" then the instrument turned to point B the…

A: Given: The horizontal angle at point A with a reference point is measured to be 317038'15'' and When…

Q: Given the same vertical alignment connecting a -4% grade with a +2% grade with the PVC station at…

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.