From the given technical description of a lot. Lines Bearing Distances (m) AB N 48°20' E 529.60 BC N 87 00' E S 7°59' E S 80°00' W 592.00 CD 563.60 -DE 753.40 EA N 48°12' W 428.20 a) Find the corrected bearing of line BC using transit rule. b) Find the corrected bearing of line DE using transit ruie. c) Find the corrected distance of line EA using transit rule.

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

A:

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

A:

Q: <Homework: Horizontal Curves Assignment Problem 24.15 For a highway curve with Da = 5°00', I =…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

A:

Q: Two bridges are located at the following stations: 547+35.4 and 722+12.2. Therefore, the distance…

A: (547+35.4)=54735.4 ft (722+12.2)= 72212.2 ft

Q: Distance coordinates Sexagesimal angle Est. Observ. course Point (m) North East K N S 85°30'W 100.00…

A: Est Observer Point Dist. (m) Sexagesimal Angle Course Departure L x Sin(Sexagesimal Angle) Latitude…

Q: Given the corrected latitudes and departures of a closed traverse, Compute the DMD of line 3 - 4.…

A: Answer  (a) Calculation of DMD of line 3-4  We know that Double Meridian Distance(DMD) of first…

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.