AMPAD A 67°17 ل P THE FOUR SIDED CLOSED TRAVERSE HAS THE FOLLOWING ANGLES & DISTANCES. A 51°23' B 105°39' C 78° 11' AB=713.93 FT. BC= 606.06 FT. CD = 391.27 FT. D 124°47 DA = 781.18 FT THE AZIMUTH OF AB 15 67° 17'. UTILIZING THE INFORMATION FROM THE TRAVERSE HOMEWORK ASSIGNMENT I 1. COMPUTE THE LATITUDES & DEPARTURES (24POINTS) 2.COMPUTE THE LINEAR MIS-CLOSURE (GPOINTS *DO NOT ADJUST THE LATITUDES & DEPARTURES AFTER COMPUTING THE LINEAR MIS-CLOSLIRE

3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0

V;19 | ZAO N O o GOX U | KOREK Traverse_ho... 0:- The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A AB 50 290 B 90 BC 65 95 CD 61 D 120 DE 50 E A

Interior Angle Traverse Given the bearing of each line of a closed traverse ABCDE, determine the interior angles A, B, C, D, and E.   Line Bearing AB N 80°29’ E BC N 39°55’ W CD S 88°04’ W DE S 56°07’ W EA S 61°17’ E   * Sum of Interior Angle = (s – 2)180° *   Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES.   (Please answer this problem with accurate and proven solution. Thank you so much.)

Where X =2

please plot this for surveying!

Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line.   Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E   * Sum of Deflection Angle = 360° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.   (Please answer this problem with accurate and proven solution. Thank u)

Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line.  The Length of Line EA.  The Bearing of Line EA.  Plot the Traverse.  Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.   Note: Please be accurate in providing solution. Thank you so much.

: Determine the graph and conversion of the following angles.1. Convert the following azimuth 190º15.40'45” to heading.2. Graphic 66º7´9”3. Convert the following heading S 74º9'30” W to azimuth.4. Convert the following azimuth 200º46´7.12” to heading.5. Graph 245º52´14”

compute the adjusted bearings of the traverse