Given the drawing of the horizontal curve above and knowing the azimuth PC to PI is 45.25°, what is the bearing from PC to O? PC PI LC = 269.34' I= 31.25⁰ R = 500' PT N 135°15'00" E It cannot be determined with the given information. S 44°45'00" E S 44°45'00" W

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve equirements True O False O

A: This Statement is true

Q: 7. 1 A = 51°23' B = 105°39' The four-sided, closed traverse has the following angles and distances:…

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Q: A N 65° E back tangent line intersects a S 85°E forward tangent line at point “PI.” The BC and the…

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

Q: If the fore bearing of a line is N 26°35' W, its back bearing will be

A: Back bearing is the bearing measured of any line in survey in opposite direction. For example…

Q: Zbe a+ Zab-180 > iso Zbc N Zbe =atZab,t 180 265° <180 B Zcd N 40.20 234° 95° 30.10 C 28 126° A 79°…

A: Finding out bearing and azimuth.

Q: A field is in the form of a regular quadrilateral. The magnetic meridian of side AB is N 33deg 20min…

A: Angles and lengths are the fundamental estimations in studying. Points in studying are delegated…

Q: Calculate the Angles. Plot the bearings and azimuth. Note that "O" refers to the origin.

A:

Q: Compute the (Bearing, back azimuth, and back bearing) When the directions of AB= 143 15 and BC=228…

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Q: B D89°30'30" 184.90' C Angele D Bearing 0° East 488.60' West+ North st +1 South A 89°45'45" 180°0'0"…

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Q: THE FOLLOWING BEARINGS ARE TAKEN ON A CLOSED COMPASS. COMPUTE THE CORRECTED BEARING OF LINE AF.

A: As forward bearing(FB) and bacward bearing(BB) of line DE have zero difference in angle. Hence…

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: To find out the basic requirements for setting a vertical curve.

Q: D. Azimuths and Bearing 5. Find the bearing of 300 azimuth. 6. Find the bearing of 163* azimuth. 7.…

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Q: The following Bearing taken on a closed compass. LINE FORWARD BEARING BACKWARD BEARING АВ S37°30’E…

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Q: Angle of line A, B, and C were to be analyzed when the surveyor found out that the True North (N')…

A:

Q: azimuth in

A: solution of above problem is below:

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: Point of tangency(PT) , point of Intersection (PI) and point of curvature (PC) are to be determined…

Q: Convert the following WCB into Reduced Bearing. • 499 • 2409 1339 • 335°

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Q: A field is in the form of a regular pentagon. The direction of the bounding sides was surveyed with…

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Q: Determine the true bearing of the line AD, true azimuth of line AD from north and true azimuth of…

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Q: Find the bearing and azimuth for the traverse. Angle A bearing is going NW. Angle D and I bearing…

A: Concepts:Bearing: Bearing is the horizontal direction of a line measured from a north or south…

Q: The back-bearing of XY is S 25° 25' 36" E. What is the fore-bearing of XY? Provide your answer as a…

A: Objective: To determine the fore-bearing of line XY from the given value of back-bearing.   Given:…

Q: The Magnetic Bearing of a line AB is S 38°30' W. Determine the True Bearing if the Magnetic…

A: Given: The magnetic bearing of line AB is S38o30’W. The magnetic declinations are 4o30’W and 3o30’E.

Q: compute the azimuth and bearing of the remaining lines. Draw the figure

A: ###Computation of Azimuth and Bearing of the remaining lines####

Q: Line Azimuth Bearing N48°30'W N77°00'E S55°00'W Distance 131 30 257°00 1-2 81.00 m 2-3 66.00 m 3-4…

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Q: BEARING 1. Point H is at the origin. Compute for the following angle. HE N 15 30' E HS N 70 45' E…

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Q: It was known that the side BC of the closed traverse is twice as long as that of side CD. Find the…

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Q: In the quadrantal bearing system, a whole circle bearing of 293° 30' can * be expressed as W23°30'N…

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Q: The following are bearings taken on a closed compass traverse. Line Distance Bearing S37°30'E АВ…

A: Solve for length and bearing of line EA

Q: 2. An azimuth of a line is 322° 49' 31", what is its bearing? 3. A bearing of a line is S 42° 15'…

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Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: To find out the basic requirement for setting a vertical curves.

Q: P.T, P.I, P.C are the basic requirements for setting a Vertical . curve True O False O

A: There are two different types of curves in the highways. The vertical curve is one of them. To…

Q: The table below shown the bearing firom an open compass traverse. Using line CD as the best line,…

A: AS PER QUESTION CORRRECTED BEARING IS TO BE CALCULATED

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.