Determine the interior angles for the accompanying traverse sketch. N76 30'E N87°32'W D Note: BearingAB = N 76°30' E BearingBC = S 26°36' E s26 36'E NO5 52'E

Q: Given the following traverse: Line Distance Bearing 1-2 38.00 N40-00W 2-3 40.00 S50-00W 3-4 40.00…

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Q: A. A tachometric surveying was conducted to obtain some readings for inaccessible points, where it…

A: SInce you have asked multiple questions, we will solve the first question for you. If you want any…

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: and accurately the interior angles of the traverse.

A: This question is from Surveying.

Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

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Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

A: Disclaimer “Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Given the following data for a closed loop traverse in which some information is missing. Compute…

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Q: GIV the tabu. the following, data angles of a polygon, POINTS Interior Angles LINES/COURSE BEARINGS…

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

Q: Line Length, m AB BC CD Bearing Int. Angle 125.222 N 17°24'00" WB 79°45'00" 264.200 C 69°38'24"…

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Q: AZIMUTH AB=S101*26'32" ; ANGLES TO THE RIGHT ABC= 50*54'26", BCD= 38*36'38". FIND THE AZIMUTH FROM…

A: Given that :

Q: #7 Given. A lap traverse ABE DE with a course DE of Bearing $ 11°42′15″E; fillowing angles : A =…

A: Sum of angles of a five sided polygon =540° Sum of angles= 540°0'25'' Angular error = 25" Adjusted…

Q: Given the closed traverse data. Lines Bearing Distance           AB N20o E 20.35…

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Q: HI = 1.496 ELEVATION OF PT A: = 200 K= 99 HAIR READING VERT. STADIA DISTANCE STA. OCC| STA. OBS…

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Q: A closed traverse has the following data below. Find the bearing of line BC. Show all your complete…

A: Given data- To find- It is needed to find the bearing of BC.

Q: The following reading were taken with the help of a compass in an area where local attraction was…

A: When the line in the bearing has no local attraction then the different between the back bearing and…

Q: Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E 30m 3-4 S63D26'E 60m 4-1 S69D34'W 63m…

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Q: Complete the table for the adjustment of traverse using Transit Rule COURSE DISTANCE BEARING AB…

A: COURSE DISTANCE BEARING LATITUDE DEPARTURE AB 85.50 N 760 E  20.684 82.961 BC 40 S 360 E…

Q: Given the following sketch and the tabulated data for a closed traverse, determine the length of the…

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Q: 5. Given the tabulated data below the interior angles of a polygon, determine the following; POINTS…

A: Given, Interior angles A = 46° B = 122° C = 76° D = 116° And bearing of AB = N44°E

Q: Course Bearing Distance (m) АВ 55.7 BC 27.3 CD N86°E S5°E 35.2 DE 35 EA S72° W 68.2

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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: Q2- In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR…

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Q: A. The bearing for line BC B. The bearing for line CD C. The azimuth reckoned from south for line BC…

A: Bearing of Line BC = 346⁰ or N14⁰W   Bearing of line CD = 242⁰ or S62⁰W   Azimuth reckoned from…

Q: AZIMUTH AB=S101*26'32"; ANGLES TO THE RIGHT ABC= 50*54'26", BCD= 38*36'38" . FIND THE AZIMUTH FROM…

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Q: .  Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

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Q: Q. Adjust the traverse using gale's table method for the following data: Bearing of line AB: 25° <A…

A: Angles of a closed traverse are given. Sum of a closed traverse with 5 sides =(2*5-4)*90 =540 In the…

Q: HI = 1.496 ELEVATION OF PT A: = 200 K = 99 HAIR READING MIDDLE LOWER 1.589 VERT. STADIA DISTANCE…

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Q: 2. Given the folowing sketch and tabulated data for a closed traverse in which the lengih of DE and…

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Q: Given the Bearing angle of line CD; calculate the Bearing angle and Azimuth Angle of DE. Bearing…

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Q: please answer this, will give upvot thanks

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Q: Course Bearing Distance 1-2 N9.27 E S 88.43°E N86.78°E S5.3°E 58.7 m 27.3 m 35.2 m 35.0 m 2-3 3-4…

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Q: Given the following tabulated data for a closed traverse, determine the bearings of CD and EA.

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Q: . The following bearings of the lines observed for closed traverse BCDA. Correct the bearigs of…

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Q: LINES AB N 53 27 E BC CD DA N. 5200' W. BEARING DISTANCES 59.82 m. 70.38m. 76.62 m. 95.75 m. S. 66…

A: Lattitude and departure signs :  N-E : Both positive  N-W : Departure negative, Lattitude positive…

Q: DISTANCE LINES BEARING (m) АВ 76 N 10°21' E BC 65 120 N 72°16' E CD DE 60 w '7ס'18 s EF ? 5 50°25' w…

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Q: POINT INTERIOR ANGLE LINE DISTANCE IN METERS 1 49°35' 1-2 10.42 2 111°07' 2-3 10.15 3 113°17' 3-4…

A: We can adjust the Travers by using. Compass rule  Transit rule.

Q: Problem 1 From the open compass traverse shown, if the forward bearing of line AB is N 45°20' 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.