2-The horizontal angle reading at point A was 317°38'15" then the instrument turned to point B the reading changed to 46°26'20", find the horizontal angle AOB.

Q: 1. Compute Heights of Instrument and Elevations.  2. Check the accuracy of the arithmetical…

A: Take Elevation of BMa = 100 HI of any station = Elevation of that station + B.S HI of BMa = 100 +…

Q: Backward bearing 322030'00" 44°15' Forward bearing 142030'00" 223°15'00" 287°00’00" 12045'00"…

A: Given values- Five lines are given AB, BC, CD, DE & EA with Forward Bearing and Backward…

Q: Given the balanced Azimuths for the 4 sided traverse below, calculate the new internal angles.…

A:

Q: Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in 10, the…

A: Given data: Instrument height, h = 1.5 m Length, l = 4 m slope of ground (down slope), tanθ=110

Q: 2. Adjust the angles to substitute for the misclosure. misclosure #of angles) Misclosure correction…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Compute the interior angle at A, B, C, D Answer only

A: Interior Angle at 'B' = 137⁰35⁰

Q: Find the departure misclosure using compass rule Find the latitude misclosure using compass rule…

A:

Q: Direct and reverse directions observed with a total station instrument from A to points B, C, D and…

A:

Q: 2. A pre-engineering baseline was run down a very steep hill as shown in Figure 1. The vertical…

A: Elevation : When a point's height is its vertical distance above or below the surface of a reference…

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: 6-12. What is the angular misclosure of the closed traverse below? Ans.: A (a.) (b.) (C.) (d.) B85°…

A:

Q: If the distance between P and Q is 1000m and RL of P =100.105 m, then(i) find RL of Q (ii) error in…

A: Find difference in elevation and then error.

Q: The observed magnetic bearings of a closed compass traverse are as follows: Line Observed Bearing…

A: a. Compute the mis-closure of the traverse in degrees. b. Compute the adjusted interior angle at…

Q: 35. Using the information below, what is the average zenith angle B to 503 of the set? Instrument @…

A: Surveying : Surveying or land surveying is the technique, profession, art, and science of…

Q: Why azimuths should be recomputed as a check using the last angle?

A: The bearing of the line is measured using a compass. The instrument compass measures the bearing of…

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

A:

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given,  This is related to surveying.  We need to determine azimuths of each Line.

Q: If a plus sight of 1.097 m is taken on BM A, elevation 305.348 m, and a minus sight of 0.832 m is…

A: Given: The back sight on A is 1.097 m. The elevation is 305.348 m. The foresight on X is 0.832 m.

Q: 3. If the Azimuth of AB= 190° 24' and CB= 260° 44', the angle ABC a)70° 20' b)150° 20' c) 271° 80'…

A: Azimuth of AB = 190o24' Azimuth of CB = 260o44'

Q: A line of levels has been run from a bench mark of elevation 24.56 m and ends at another mark of…

A: given- elevation of bench mark=24.56 mother elevation=24.60 msum of back sight BS=18.36 msum of…

Q: 521.96 ft. If a check of the rod after the work is done reveals that the bottom 0.04 ft has been…

A: Surveying is done as a priority in civil engineering before the building took place for…

Q: With a line of sight making an angle of 4 degrees 30' with the horizontal, the length intercepted on…

A:

Q: An instrument was set up over station 1, and sights between points A and C were taken. The…

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: Convert Azimuth to Bearing: 258° 34' 22" 128° 04' 44" 60° 21' 26" 309° 05' 38"

A: Quadrat -1.   N-E Quadrat -2   S-E Quadrat -3.   S-W Quadrat -4.   N-W

Q: With the telescope in direct position, the vertical angle reading was 36 18'. With the telescope in…

A: Forward angleθ1=36°18'reversed angleθ2=360-36°18'=323°44'so,

Q: An engineer proceeded to do the stadia survey work to determine the topography of a certain area.…

A: Distances are read by recording the interval on a graded rod intercepted by two parallel cross hairs…

Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: Required :- Bearing of the line between point A & C.

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: Convert the following bearings to their equivalent azimuths: [ Select ] N 25015' E (azimuth from…

A:

Q: Compute the interior angles. Assuming the observed bearing of line AB to be corrected, adjust the…

A:

Q: The following observations are taken from the field work Course/Line AB Length (m) 399.233 Bearing S…

A:

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

A:

Q: Convert the following to azimuth:  N64°21’18’’W S45°26’42’’E S79°42’16’’W

A: Convert the following to azimuth:  Part (a). N64°21’18’’W This is in quadrant 4. Azimuth  =   360°…

Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: To Determine Bearing of line between point A and C.

Q: Convert the following angles to Azimuth

A: SURVEYING:

Q: Work out included angles from following data Sr. No. Line F.B. AB 40° BC 120° CD 240° 60 DA 340°…

A:

Q: Find upto what vertical angle in stadia work, a sloping distance may be assumed to be horizontal so…

A:

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land.  Zoning is done or can be understood with the help of a site plan.