The X and Y coordinates (in feet) of station Shore are 654,127.06 and 394,087.32, respectively, and those for station Rock are 652,531.72 and 392,133.96, respectively. Suppose a point P is located near the straight line connecting stations Shore and Rock. What is the perpendicular distance from P to the line if the X and Y coordinates of point P are 653,595.01 and 393,436.37, respectively? Express your answer in feet to three significant figures.

Q: 4. During the survey of four sided polygon, closed traverse has the following dată ! Side AB =…

A: Note- a} Point Angle A 51o13' B 105o39' C 78o11' D 124o47' Sum 359o50'0''

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plot the given coordinates  Area calculation: Calculation of distance, Latitude, Departure of AB…

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A:

Q: The X and Y coordinates (in feet) of station Shore are 653387.06 and 395027.52, respectively, and…

A:

Q: A line with an azimuth of 164°28′17″ from a station with X and Y coordinates of 2443.94 and 3563.84,…

A: Given data; The line with an azimuth of 164°28'17"from a station with X and Y coordinates of 2443.94…

Q: Two traverse lines AB and BC with the description: AB = 325.50 m, Due East, BC = 275.45 m, N 57045’…

A:

Q: Line Bearing N60°E Distances АВ 1000 m BC Due South CA N60°W

A:

Q: Refer to Fig. STA-OW-O. Two cylinders P andQ are in a channel as shown. The cylinder P has a…

A:

Q: Offset Point A Stationing 0.00 Offset 12.6 B 0 + 54.80 34.2 C 1+ 38.88 54.2 D 2+ 13.02 85.4 E…

A: Offset PointABCDEFGStationing0.000 + 54.801 + 38.882 + 13.022 + 98.743 + 47.824 +…

Q: The X and Y coordinates of two corners of a traverse are: A ( -123.45 m, +105.70 m) and B (+163.08…

A: Given: Coordinates of A = (-123.45 m, +105.70 m) Coordinates of B = (+163.08 m, +230.17 m) The…

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

A:

Q: 2) A surveyor sets up a transit at P which is located in the middle portion of a four- sided tract…

A: Given Bearings to all edges of tract from common point P. Length from common point P to All the…

Q: What is the elevation of Point B? 5.65 ft Pt. A = Elevation of 1546.29 ft Pt. B 4.32 ft Coal…

A: Elevation of point A = 1546.29ft Height of instrument, Hi = 5.65ft Height of pole end from point B =…

Q: Question 7:、 the corners of the building lot ABCDE are shown in rectangular coordinates (N, E). 1)…

A: Given:

Q: Q1) Balance the following interior angles (angles to the right) of a five- sided closed polygon…

A: *Multiple questions*   As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: A parcel of land is defined as follows: CORNER NORTHINGS EASTINGS 9835 9765 9700 9840 3 9640 9572…

A: To find out the length of side 1-2 in meter.

Q: 3. The Distance from A andB to a point C are measured with the following results; BC 754,46 m,…

A:

Q: determined that the elevation of point R

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.