Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770.

Q: A slope distance of 465.89m is measured between two points with a slope of 12o34’.  What is the…

A:

Q: The length of traverse line CD isb316.48m and the magnetic azimuth from south if the line is…

A: Given data- Length of traverse line CD (L) = 316.48 m magnetic azimuth from the south is 153°54' To…

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: A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E…

A: To find length of CD

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A:

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A: Given data in question  Whole circle bearing Magnetic Declination  To find out  Magnetic direction

Q: 3. A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2…

A: Calculating the horizontal distance : D=K Cos2θ+CThe elevation of the observed point will be:V=D Tan…

Q: A. Compute the azimuths (from the north) given the bearing of course AB and the angles to the right…

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Q: of a regular pentagon. It is required to determine c declination of the locality is 05°30' west. If…

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Q: 13. From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing…

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Q: A triangular piece of land ABC (clockwise) has the following directions in azimuth fom South. AB =…

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Q: Using transit rule, adjust the closed traverse.Compute also the linear error of closure and the…

A: This approach was created to balance a traverse in which the angles are determined with more…

Q: Calculate the area of the adjusted lengths and its adjusted azimuths from north using (1) DMD method…

A:

Q: Determine the interior angles of the given interior angle traverse. LINES BEARINGS АВ N76°30'E ВС…

A: Furstwe have to reduce quadrantal bearing to whole circle bearing for given 4 sided polygon  Then…

Q: A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen…

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Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

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Q: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles…

A: Given :

Q: What is the azimuth from the north of line OC? 30 60° 55° C 45° B O a. 125 deg O b. 235 deg O c. S…

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Q: A closed traverse has the following information: Summation of Latitudes: + 1.32m Summation of…

A: Summation of attitude Submission of departure Total latitude Total departure Perimeter of the…

Q: Convert N 25 deg 25 min W to an equivalent azimuth from North O 154 deg 35 min O 334 deg 35 min O 25…

A:

Q: The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C = 142°54' D =…

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Q: Given the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse…

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Q: en the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse and…

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Q: 13. Calculate the area of the adjusted lengths and its adjusted azimuths from north using (1) DMD…

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Q: The coordinates of stations S, A and L are Es = 1309.12 m E, Ns = 1170.50 m N, EA 1525.43 m E, NA…

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Q: Problem 3 Compute the azimuth of line CD given: Azimuth AB = 345°27'37"; angles to the right ABC =…

A:

Q: LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97…

A: Transit Rule A rule for altering the traverse's closure mistake. The transit rule distributes the…

Q: The total error in the departure is -2.55m, while the sum of all positive and negative departures is…

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Q: A closed traverse has the following data: Line AB BC CD DA Length (m) Bearing 83.07 160.33 58.15…

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Q: The azimuth and distance of line AB were recorded as 235o41’ and 45.67m.  Determine the its latitude

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Q: 2. Given the observed magnetic bearings (forward and backward) of a closed compass traverse Line…

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Q: 3. Compute azimuths of all lines for a closed traverse ABCDA that has the following balanced angles…

A: To find out the azimuth of BC, CD and DA.

Q: SAMPLE PROBLEM: From the open compass traverse shown, if the forward bearing of line AB is N 75°30'…

A: Given data in question  Forward bearing of AB Angle  Back bearing of CD To find out  Tabulate  the…

Q: 11. Stations E, C, D are three triangulation shore signals whose positions were determined by the…

A: As per our company guidelines, we are supposed to answer only first three sub-parts. Kindly repost…

Q: ABCDA is a clockwise closed traverse. Given: XA=YA=200.00 m, Azimuth ??? = 290, the angle ??? = 270…

A: The given data is: Azimuth of line PC = 290g Angle PCB = 270g As 1 grade (g) = 0.9 degrees ° Azimuth…

Q: ABCDA is a clockwise closed traverse. ͦ̂ͦ Given: XA=YA=200.00 m, Azimuth ??? = 290, the angle ??? =…

A:

Q: 3. With the transit at point B and line of sight horizontal, the stadia intercept at C is 1.25m. If…

A: Given - Stadia Intercept (s)= 1.25 m Stadia Interval Factor (k) = 1.0042 Stadia Constant (c)= 0.3 To…

Q: Irregular Area = 1930 m2 and the offsets from line AB to the Irregular line ( h1, h2, h3 , h4 , h5 ,…

A: Area = A = 1930m2 h1 = 30m h2 = 28m h3 = 15m h4 = 27m h5 = 22m h6 = 13m h7 = 10m

Q: 1 Given the following interior angles (angles-to-the-right) of a five-sided closed polygon traverse…

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: Converting azimuths to bearing. a. Azimuth line AB = 230° 30' b. Azimuth line BC = 112° 46' c.…

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Q: The following data applies to a closed, link traverse. The adjusted azimuth of AzMk1 is 250°57'23".…

A: Azimuth of AB= 250°57'23''  BA=70°57'23''BC=70°57'23''+91°32'06''=162°29'29''     CB=…

Q: 5.) Points A, B and C form a fixed triangle in the field. A total station instrument occupies point…

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Q: Given the data of a mathematically closed traverse. LINE, ****** LAT ****** DEP AB ****** 19.77…

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Q: Station Adjusted Bearings Measured Length(ft) A s107°40'23"E 217 N88°40'23" 175.2 E S87°45'59"W 236…

A: Traverse bearing : The lengths and bearings of the lines (or sides) that enclose a region determine…

Q: A transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen…

A:

Q: Determine the azimuths for the traverse below. AZAB, AZBC, Azca. A 50°45'9" B 61°54'39" 79,627 What…

A:

Q: Q5: Compute the coordinates of the expected position of point I when the Az DI=0°. Distance EI 30° ,…

A: Given Data: The distance DI is, DI=0° The distance EI is, EI=30° The coordinate of point D is, D…

Q: Three shore stations C, D and E are triangulation observation points with CD=615 m. and DE=625m.…

A:

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.