10-58. You must set a marker at a certain point from traverse stations 3 + 00 and 4 + 25. The angle from the traverse line to station 3 + 00 and the distance between the point and station 4 + 25 are given. How should you proceed to set the point? 1. Solve for the other angle from the base line, and the distance of the point from the other station; then, set the point by using transit and tape. Check  the  distance  and other angle from base line 2. Solve for the angle from the base line to the distance line and set the point by the use of transit and tape and check by measuring the base line 3. Lay out the lines to the point with tape and straddlers and check with a transit 4. Lay out the lines to the point with tape and straddlers and check by remeasuring one leg of the triangle 10-59. When tying in a point to a station on a traverse, which of the following  conditions  should  you carefully   consider? 1. The selected tie station should  not  be  easily  disturbed 2. The tie station must be visible from the point to be tied in 3. Both 1 and 2 above 4. The angle between the tie lines should be no greater than 90° 10-60. A closed traverse was to be 15,000 feet in length. The  last  course was to be 3,000 feet in length. After you turn the last deflection angle and progress 3,000 feet on the last course, you find that you are 3 feet from the starting point of the traverse. What is the order  of  precision? 1. First 2. Second 3. Third 4. Fourth 10-61. If  precision  of  1/20,000  is required, what is the maximum allowable  error  of  closure  for  a traverse  of  10,560  feet? 1. 0.437 ft 2. 0.528 ft 3. 0.759 ft 4. 1.255 ft IN ANSWERING QUESTION 10-62, REFER TO TABLE 13-1 IN YOUR TEXTBOOK. 10-62. 1. 10-63. 10-64. 10-65. 10-66. You are running a traverse of nine interior angles, and third-order degree  of  precision  is  required. Which of the following sums of the interior  angles  is  acceptable? 1259°59’30” 2. 1259°59’48” 3. 1260°01’ 12” 4. 1260°01’30” A temperature correction applied to tape measurements is considered to be a typical precision specification for which of the following  surveys? 1. Preliminary surveys 2. Land surveys where the value of the land is high 3. Highway  location  surveys 4. Both 2 and 3 above Which of the following errors in a transit affects both horizontal and  vertical  angle  measurements? 1. The line of sight through the telescope does not coincide with the true optical axis of the  telescope 2. The horizontal axis of the telescope is not perpendicular to the vertical axis 3. The axis of each of the plate levels  is  not  perpendicular  to the vertical axis of the telescope 4. Each of the above Errors that can lead to inaccurate surveying when you use a transit may include which of the following natural  errors? 1. Tripod settlement 2. Unequal expansion of transit parts 3. Refraction 4. All of the above Which of the following personal errors results in a larger error for inclined sights than for horizontal  sights? 1. Failure to focus correctly 2. Failure to center the plate level  bubbles  exactly 3. Failure to plumb the transit exactly 4. Failure to line up the vertical cross hair with the true vertical axis of the sighted  object 73