Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E 30m 3-4 S63D26'E 60m 4-1 S69D34'W 63m COMPUTATION OF THE INTERIOR ANGLE.

Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

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Q: E50 1.56q + 0.56 log 99 + 0.044q. + 0 %3D 1000 52500 99

A: 501000=1.56q052500+0.56 log(99+0.044q099)+00.05=1.56q052500+0.56log(99+0.044q099)+0multiplying whole…

Q: a. Find the length r and p of the missing sides DE and EA of the traverse below. b. Using either DMD…

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Q: Two intersecting lines A-B and C-D have azimuths A-B= 45deg. 33' 45", C-D= 309deg 11'20". What is…

A: The azimuth of line AB is 45deg 33'45" and the azimuth of line CD is 309deg11'20", Line AB and CD…

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: 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: A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m.…

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Q: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

Q: Find the centroid along x- axis of the shaded area. x - axis mm. O 135.4 y O 183.7 O 169.8 O 164.6…

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Q: S12d17mE N55d27mW unknown 661.260 1210.500 unknown

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Q: Given: Lines Bearing S 73 21'E S 40°10'E S 26°42'W Distances A-B 247.20 B-C 154.30 C-D 611.90 D-E N…

A: there are 5 lines( AB, BC, CD, DE, EF, FA) and their bearings, lengths are also given

Q: 6) B 11.7 с 7 Ө A

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Q: Azimuth in DMS from Point A to Point B: 45-14-37 Distance from Point A to Point B: 927.56' Azimuth…

A: Fig.

Q: Find div F and curl F if F(a, y, z) = 5y°z'i – 14x°2"j – 5xy'k. %3D | div F= curl F=

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Q: LINE |AB BC CD DE EA LENGTH in meters 82.62 111.41 100.66 62.97 181.24 BEARING S60°43'E N52°41'W…

A: Transit Rule;LineLength (m)BearingBearing in…

Q: SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W.…

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Q: Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 42.2255 N 17°35' E 2-3…

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Q: 7 Line AB BC CD DE EA Dist. 55.70 55.50 36.30 58.10 47.40 AZIMUTH-NORTH forward 115-30 32-10 327-06…

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Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

Q: Convert 2489 Psi to GPa .000043 .017155 .171551 .000434

A: Convert 2489 Psi to ______ GPa We know that 1 psi =  6.8947572931783E-6 GPa Then 2489 psi = 2489 x…

Q: Given the following data from a balanced traverse, find the area of the traverse by DMD method. LINE…

A: Given data: Line Adj.Dep Adj.Lat 1-2 3.14 -18.55 2-3 -55.05 9.45 3-4 -3.53 19.51 4-1…

Q: N 58 32'w 668.15 m N70 40'E 448.50 m Closing Line LATITUDE DE PARTURE LENGTH (m) BEARING COURSE +N…

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Q: Adj. Lat. 490.71 m. Adj. Dep. Course AB 47.27 BC 587.12 608.89 D CD -327.41 786.78 DE -1002.76…

A: solution  we known that sum of the latitudes of the closed traverse = 0  and sum of the departures…

Q: How was the sum of  angles received? How was the closure error calculated?

A: Given: 3 angles of a triangle  Required: Calculate sum of measured angle and also find closure error…

Q: Bearing or Azimuth of Line AB: Adjusted Interior Sta Dist Observed Interior Angle 0 Sta Obs Мean…

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Q: AB N I 1 15°19'27" / OBC -DE OEA OCD AB = 87° 50'17" OBC= 78°53'09" OCD 120° 47'17" DE-69°32'42.5"…

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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: →20 nPa

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Q: The bearing of line 4-5

A: Bearing of line 4-5 = N 61⁰ E Distance of line 4-5 = 711.82 m     Latitude of line 4-5 = 345.10…

Q: Line Length Pg Up Pg Dn 44 Observed magnetic azimuth Computed magnetic beaning Backward Forward…

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Q: 13. Given the following data from a balanced traverse, find the area of the traverse by DMD method.…

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Q: QUESTION. Using angles to the right, calculate the bearings and azimuths of the lines North South…

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Q: 2 k D 6 ft 00 B 8

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Q: nswer the following: The length of the closing line is equal to _ The bearing of course FA is _

A: Given:- Course Length (m) Bearing Ab 492.980 N05o30'E BC 845.850 N46o03'E CD 852.18…

Q: b. Directions of two sides unknown Determine the bearing of lines 4-5 and 5-1 of the closed traverse…

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Q: COURSE ADJ LAT ADJ DEP АВ +380.36 +5.52 ВС +228.48 -466.46 CD -624.13 -303.15 DE -297.25 +293.76 EF…

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Q: Required to find: Tabulate the computed values accordingly. Length, Calculated Bearing LATITUDE…

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Q: 5. The correct distance between two points is 220.45m using a 100m. tape is "x" m. too long, the…

A: Given data: 5: Correct distance between two points (TL) = 220.45 m Length of tape = 100 m measured…

Q: S30°47'19"W N79 15'12"E

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Q: From the given data of a closed traversed, compute the following, Line Bearing Distance AB S.8deg.…

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Q: Determine the bearing and distance of the line EA B N85 32'52"E A 67.451 N4810'58"E 33.593…

A: The given data is: S. No. Line Distance Bearing Whole Circle Bearing 1. AB 67.451 N85°32'52''E…

Boundary Surveys

A boundary survey is a property survey used to measure the perimeter of any property to locate the boundary line. Only after deciding the boundary, the area of a property can be computed. Bases on the area, the land can be subdivided, sold or any building can be constructed on the land. The property corners are first marked with any type of markers, such as rebar, metal survey markers, pipe, or wooden flags, and are then labeled for identification. The markers should be visible from all sides of the property to ensure optimum visibility. Any paint that assures visibility is used to indicate the boundaries in between the corner points. The procedure of delineating property lines must adhere to legal description and guidelines and it is an important part of the land registration system. This type of surveying is also called cadastral surveying.