What is the distance between point A and point C? A 45° 52' 38" C 98.13' B

Q: Two intersecting lines A-B and C-D have azimuths A-B= 45deg. 33' 45", C-D= 309deg 11'20". What is…

A: The azimuth of line AB is 45deg 33'45" and the azimuth of line CD is 309deg11'20", Line AB and CD…

Q: Compute the latitude for the following line: S 22°-15'-48" E 140.58 O-58.0142 O-58.2607 O-130.1001 -…

A: Objective: To compute the latitude for the given line.   Given: Bearing=S 22°-15'-48'' E…

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: 3. Calculate the Elevation of the bottom of the pipe at the given stations. 116.45 X 0+00.0 0+40.2…

A: Given: Elevation at station 0+00.0 = 116.45 Elevation at station 1+72.6 = 118.20 Required :…

Q: N56°22'08"W N28'53'26″E

A: Introduction: Bearing: The direction of survey lines with respect to a meridian is all that a…

Q: What is the length of side "b" to the correct number of significant figures? B A O 300.92' O…

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Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

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: Show your neat and complete solution LINE LENGTH BEARING LATITUDE DEPARTURE AB 732.72 N00°42'E…

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Q: Adjusted Distance The adjusted latitude and adjusted departure for a line is given as: Adjusted…

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Q: MEASURING ANGLES WITH TAPE. The measure 1063.55, 1840.33, and 1325.05 m. sides of a triangle…

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Q: Part D Compute the relative precision Express your answer to three significant figures. 1: VAX 1 vec…

A: Given: Station Azimuth lengths, ft AB 218o59'30'' 203.74 BC 147o45'49'' 273.87 CD…

Q: 7) Station A has xy coordinates (in feet) of (42992.36, 14354.37) and station B has xy coordinates…

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Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: The Principal angle = The azimuth of line (+ or-) 180 The azimuth of line is less than 180 then The…

Q: How did you get 1218.95 ft form that equation?

A: NOTE : The calculations in original solution are wrong and 1218.95 ft obtained by equation is also…

Q: An instrument is set over point “A" with a 5.45 ft. H.I. A vertical angle of -9°35'17" and a slope…

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Q: S30°47'19"W N79 15'12"E

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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.