N46*03'E 845.85 m S67 24'E 852.18m N 55 27'W; 661.26 m Unknown Bearing 1210.50 m LATITUDE DEPARTURE LENGTH BEARING COURSE (m) NOS 30'E N46*0s'E S67*24'E S12'17'E 490.71 47.25 492.98 AB BC CD 587.05 608.97 845.85 852.18 Unknown 1210.60 66 1.26 327.49 786.74 (Unknown) (Unk nown) (Unknown) 544.63 DE Unknown (Unknown) EF N56°27'w 376.02 FA S12'17'E Unknown Length Closing Line 3,0£,9ON BE492.98m

Q: verse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25' E S 83° 44' W…

A:

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: LINE LENGTH (l) BEARING θ LATITUDE (L) DEPARTURE (D) AB 550 S 80.00° W 260° -95.51 -541.64…

Q: Most economical circular channel : Depth =0.938D 20=302°22'

A: let d=depth and 2θ = angle subtend with the free surface to the centyer as shownso,Area=2θ2ππR2-1…

Q: From the given data below Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60…

A: Given:-

Q: LFrom the given compound data of a five-sided lot a. Compute the bearing of line CD. b. Compute the…

A:

Q: The DMD of the line BC is equal to 426.20. The departure of the line AB is 117.56 m. What is then…

A: Using formula to find DMD

Q: 3. A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2…

A: Calculating the horizontal distance : D=K Cos2θ+CThe elevation of the observed point will be:V=D Tan…

Q: Azimuth sides of traverse ABCDEFA are given below: AB=290°45' BC=250°48' CD=196°12' DE=175°24' EF=…

A: Angles for lines AB = 290°45′ BC = 250°48′ CD = 196°12′ DE= 175°24′ EF= 112°18′ FA = 30°   Traverse…

Q: Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles…

A: Given :

Q: Two stations A and B are 540 m apart. From the following triangulation stations C and D on opposite…

A:

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A:

Q: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: Lines Distance (m) Bearing АВ 529.60 N48-20E ВС 592.00 N87-00E CD 563.60 S7-59E DE 753.40 S80-00W EA…

A: Given:-

Q: Coup SE DISTANCE BEA RING 1-2 269.90 2-3 S 71 °00'w 3-4 19の.86 N3r 42'w 니-S 274. 76 N 4IT 24E 245.84…

A:

Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

A:

Q: Given the following data of a closed traverse. 田 TRIAL NUMBER DISTANCE (m) BEARING N 17°35' E S…

A: Distance of side and angle of sides of closed traverse are given in the tabulated form and it has…

Q: 2. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 152 N 21°00' E 2-3 98…

A: Given closed traverse For closed traverse summation of latitudes and departures is equal to zero…

Q: What is the azimuth from the north of line OC? 30 60° 55° C 45° B O a. 125 deg O b. 235 deg O c. S…

A:

Q: 10 - convert angle 1.497 rad to degrees a) O 850: 55:48" b) 269o: 48':55* C) 850: 48':S5“ d) 269o:…

A: The conversion of radian to the degree is done by multiplying the factor 180π,

Q: 3. A closed traverse has the following data Bearing N 9.27° E S 88.43° E Course Distance 58.70 1-2…

A: Let the length of course 3-4 = x  Lets convert the quadrant bearing into whole circle bearing…

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A: Please refer the below mentioned closed traverse diagram--》

Q: N87°30'E 589.06 m B 3 Unknown Bearing 654.06 m Unknown. Bearing 686.66 m .---- -- S 42°45'E 656.98…

A:

Q: Course Distance ft Azimuth (N) АВ 260569.13 10.50° ВС 75.50° CD 197237.67 174.00° DE 128448.12…

A: To Determine The missing length of course BC The missing bearing of couse FA

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E ВС 850.62 N 46° 02' E S 67° 38' E…

A: Bowditch method is generally helps to adjust errors in bearings due to angular or linear errors that…

Q: Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77…

A:

Q: A closed traverse has the following data: Course Length Bearing Interior Angle to the Right AB…

A: Data given: Course Length Bearing Interior angle to the right AB 125.98 N42°15′E A = 112°07′…

Q: LINE LENGTH IN METERS BEARING AB 82.62 S60°43'E BC 111.41 N52°41'W CD 100.66 S71°43'W DE 62.97…

A: Transit Rule A rule for altering the traverse's closure mistake. The transit rule distributes the…

Q: Bearing N 48.49° E S 63.98° E Course Line Length 1460.572 m 482.082 АВ a ВС CD 383.650 DE d 1149.920…

A: Introduction- Bearing:-The angle formed by a line with a certain meridian is known as the bearing.…

Q: COMPUTED CORRECTION BALANCED COURSE DISTANCE BEARING LAT DEP LAT DEP LAT DEP AB 495.85 N 05°30' E BC…

A: Latitude is Lcosθ Departure is Lsinθ    Latitude Correction=-LengthPerimeter × Latitude…

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING N 17° 35' E S 85° 29' E…

A: Bearing and length of sides of closed traverse is given in the question in tabulated form and it has…

Q: SITUATION 2: For a closed traverse, the data are as follows: Course Вearing S 18° 5' W S 8° 51' E…

A:

Q: COURSE DISTANCE BEARING AB 382.50 Due East $ 89-25 E 5 27-45 W BC 248.78 CD Unknown DE 220.42…

A:

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A:

Q: Measured Interior Angle (2) N(Y) Point 610.24 (1) 100 45'37" 5000.00 N (Y) A B. 231 23'43" 10,000.00…

A: Azimuth is the angle between two points in a sphere. The angle between a projected vector and a…

Q: L= 450 feet g1 =-3.00% 92 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX (in…

A: BVCSTATION=VPISTA-L2BVCSTATION=6650-4502=64+25BVCELV=PVIELV-g1L2BVCelv=560+0.03×4502BVCelv=566.75ft

Q: Calculate Curve Data 5. 149'29'39" 210'44'33" .06 Def A 294'59'46" R ArcL f 06 Tc=11,25 M •Z

A: Given Tc = 11.25 m To Determine Deflection Angle A, Radius R, Arc length L,

Q: COURSE LENGTH (m) BEARING AB 495.85 N 05° 30' E ВС 850.62 N 46° 02' E CD 855.45 S 67° 38 E DE…

A: The latitude of a line can be determined by its projection on the north-south meridian, which is…

Q: Line AB was obstructed by a river. What is the station of point B which is located on the other side…

A: As math type is not available, providing hand written solution and according to our company policy…

Q: Evaluate lim (3 +7¹) H18

A: Given  Limx-> ♾️ (3x+7x)1/x

Q: 5. The station and elevation of the lowest point are: (B) 4+ 50, 137.94 m (A) 5 + 45, 371.94 m (E)…

A: The lowest point is the one which has the least elevation of all. In this case the least elevation…

Q: At a resection point P, the following horizontal angles were observed to three control poi L, M and…

A:

Q: Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of…

A: The coordinates of station O is calculated by computing the latitude and longitude from the given…

Q: Given the following data for lengths AB (197.20m), BC (372.31m), CD (165.03m), DA (242.50m) and…

A:

Q: LINE DISTANCE, m BEARING S 84°38' W N 42°30' E N 49°49' E АВ 534.22 BC 390.62 CD DE 304.07 EA 370.29…

A: A closed traverse bearing is given in the tabulated form and it has been asked to determine missing…

Q: AZIMUTH LINE DISTANCE FROM SOUTH 242 30' 353 15' 99 45' 154 00' JK 430.05 m KL 425.18 LM 357.20 MJ…

A:

Q: the dmd of the line BC is equal to 426.20. The departure of the line AB is 117.56m. What is then the…

A: Given:-  the dmd of the line BC is equal to 426.20. The departure of the line AB is 117.56m.

Q: MCQ/ If Ø = 0.987643 rad. Find Ø in degrees. A-56º 35' 16'' B-45º 42' 16'' C-52º 04' 26'' D-54º 30'…

A:

Q: ВАB 3DN 26.57° Е ввC 3DS 71.57° E BCD = S 45° W BDA = N 51.34° W B 9.30 m 6.58 m A 9.71 m 6.28 m D

A: Given is a closed traverse and it has been asked to calculate area using DPD method

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.