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N28°4625 87*1432 210-06-29 148*0956 54°4210 544210 Ta 208*49 39 S30°4533 E Bearing from 1 to 2 Bearing From 2 tQuestion 1 8 pts How many meters and feet are in a mile? mile = meters (to the nearest.01 meters) mile = feet Question 2 16 pQuestion 4 Fill in the missing data in the sample differential level run below. Station B.S. (+) H.I. F.S. (-) B.M.A ElevatioQuestion 5 8 pts What is the the calculated bearing and distance of line T to U? Y= 5123.11 Ta X= 2190.78 Y= 3419.29 X= 3309.Question 6 8 pts What is the calculated bearing and distance of line T to U? Y= 617.91 X = 661.37 Y= 617.86 X= 347.11 S 89°59Question 7 8 pts What is the interior angle at Point Lin the sketch of Parcel #21 below? 2110.04 ft Parcel #21 2009.37 ft 711Question 8 8 pts What is the length of Side Y-Z in the sketch of the Lot below? 679.29 ft 405.21 ft Lot #43 84*1102 90° LenCompass Rule Adjustment Using the data in Figure 8-2 and the bearing of course A-B as a beginning reference line, compute theQuestion 10 12 pts The X coordinate correction factor per foot of traverse perimeter for the traverse shown in Figure 8-2 aboQuestion 12 4 pts Draw a sag curve. Upload Choose a File Question 13 4 pts Draw a summit curve. Upload Choose a File QuestionQuestion 15 4 pts If you started a job with coordinates of 5000, 5000, what part of the job would those coordinates be? QuestQuestion 18 4 pts What is the Sum of all interior angles on a 10 sided figure? Question 19 4 pts If a road rises 21.42 feet iQuestion 21 4 pts Draw a right triangle and label Latitude and Departure, X and Y and Northing and Easting. Upload Choose a FQuestion 24 4 pts What three former Presidents were surveyors? Question 25 4 pts What was the major influence on the width ofUsing the following diagram, station Point A, B and C with distance and direction from centerline. NORTH ZO- side a 204.51 +

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. AN 28462w 210104b9 5 148.0958 78714132 S30453E 20874939 # Starling from - point sa keep in mind the pare bearing - Back b& P.B. g 23 = 245 4238 - 180 - 65°4238 & proint F. B 9 12 = 180-30 45 FiB 9 12 = 180°- 304533 - 544210 = 94°32 19s concept behind 9.4% * This method of calculating the bearing a Height og instrument method. Elevation is • Height of instru

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N28°46'25" 87*14'32" 210-06-29 148*09'56" 54°42'10" 5442'10" Ta 208*49' 39" S30°45'33" E Bearing from 1 to 2...
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