Determine the specific map ID for the indicated points (1:10 000 scales): a) 28°29'55" S, 24°04'45”E (b) 32°58'55" S, 23°08'45"'E
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- What is a latitude of a line? O a. none of the above O b. It is an orthographic projection of a survey line on the E-W line O c. It is a length of a survey line connected for various chain/tape correction O d. It is an orthographic projection of a survey on the reference meridianThe (X,Y) coordinates (in feet) for a closed-polygon traverse ABCDEFA follow: A (460.88, 139.31), B (633.88, 162.38), C (721.82, 322.41), D (703.08, 512.71), E (522.87, 560.29), and F (387.35, 447.84). Calculate the area of the traverse. Express your answer in acres using four significant figures. (Only provide the numerical value of your answer; do not include the units.)3 decimal places
- Question 28 A profile is a curved line which graphically portrays the intersection of a vertical plane with the surface of the earth. It depicts O a. the correct position of the reference datum used O b.ground elevation of selected critical points along a surveyed line and the horizontal distances between these points O c. stationings and the location of points backsighted as well as those foresighted O d. all natural and man-made features along the surveyed routeIllustrate and compute the angles AOB, BOC and DOE from the following set of lines: a) OA, N 59° 12’ E and OB, AZn 70 ° 22’ b) OB , S 45 ° 00’ 24” E and OC, S 35 ° 11’ W c) OE, AZs 120°31’ and OD, AZn 118 ° 13The easting coordinate for a point is 632,506.084 m. What is the coordinate using the(a) Survey foot definition?(b) International foot definition?
- 13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up on point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?The coordinates of traverse stations of a closed traverse ABCDE are given i table Calculate the area closed by the traverse.For this assignment you are given three contour maps. Draw a profile elevation for each contour map. Make each contour map look like the contour profile exmple.