Lot#1118 Corner Distance(m) Coordinates Bearings S75°29'E 1 to 2 2 to 3 33.62 20079.84 19842.72 S20°23'W 54.99 20071.41 19875.27 3 to 4 N79°05'W 18.85 20019.86 19856.11 4 to 1 N5°11'E 56.65 20023.43 19837.60
Q: H.W: From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular…
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Q: Compute the missing side AB. (Type your answer using 2 decimal places, numerical value only, no need…
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Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…
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Q: From the given data of a closed traversed, Line Bearing Distance AB S. 8deg. 51' W. 126.90m. BC…
A: Given data,
Q: A lot was surveyed and found out that the declination was 4º38' W and the magnetic bearing of line…
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Q: LFrom the given compound data of a five-sided lot a. Compute the bearing of line CD. b. Compute the…
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Q: From the given technical description of the lot. Lines Bearings N 480 20' E Distances АВ 529.60 m…
A: lines bearings distances AB N 48o20'E 529.60 BC S 86o57'E 592.60 CD N 7o59'E 563.60 DE S…
Q: COURSE DISTANCE (m) AZIMUTH FROM SOUTH АВ 475.48 180°50' BC 649.13 116°06' CD 867.34 25°54' DE…
A: Solution: Diagram:
Q: idering sing a) What is the length of course DE? b) What is the bearing of the course BC? c) What is…
A: A closed traverse ABCDEA is given where length of DE and bearing of BC is missing and it is asked in…
Q: The area of a triangular lot is to be computed, given the following trials for stadia interval…
A: Average stadia interval factor, k, is determined as: k=102+93+97+99+104+1076=100.333
Q: The area of a triangular lot is to be computed, given the following trials for the stadia interval…
A: Given, Stadia interval factor=102, 95, 98, 97, 104, 107 Rod intercept and angle at A =1.265, 0° Rod…
Q: LINE LENGTH, m BEARING АВ 28.612 N 19° 54' 47.27" W N 71° 55' 22.54" E S 62° 28' 13.34' E S 25° 37'…
A: LINE BEARING LENGTH (m) Latitude=lcosθ Departure=lsinθ AB N19°54'47.27''W 28.612 26.901…
Q: Prob. 4 The following offsets were taken at 15 m intervals from a survey line to an irregular…
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Q: The X and Y coordinates of two corners of a traverse are: A ( -123.45 m, +105.70 m) and B (+163.08…
A: Given: Coordinates of A = (-123.45 m, +105.70 m) Coordinates of B = (+163.08 m, +230.17 m) The…
Q: Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation…
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Q: What is the total land area? N. 83 deg 46'E.,74.51 m. to point 2; N. 85 deg 30'E.,15.92 m. to point…
A: Solution Point Distance Bearing Azimuth Latitude Departure DMD Double area 1 2 74.51 N…
Q: N 55°37'E 567.34 ft Not to Scale S 49°38'E 810.76ft Lot 1 Tract No.2 C N W S 43 26 W 922.75ft is…
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Q: A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…
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Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…
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Q: +901.00 m (Dep of AB) +1000.20m (Dep of BC) -900.50 m Dep of DE) -915.16 m (Dep of CD) -85.54 m (Dep…
A: Given To find length of RS Distance of S from C
Q: STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610
A: According to given data1. Free haul volume is Fill volume = (0+47.85)/2 * distance between…
Q: SITUATION A Bearings Length Course L (m) АВ N 48°20' E 529.60 ВС 592.00 CD S 7°59' E 563.60 DE…
A: We have to asked bearing of line DE & bearing of line BC & find total area.
Q: he area of a triangular lot is to be computed, given the following trials for the stadia interval…
A: Hi, Solution as follows: Step 1: Calculation of average stadia interval factor: Step 2: Calculation…
Q: Determine the elevation at BM 36. 5.765 0.345 1.100 0.465 1.255 2.095 0.130 вм 36 0.245 BM 35…
A: Given, There are series of levelling readings are taken on a ground. Our aim is to calculate…
Q: PROBLEM I COURSE LENGTH (m) BEARING / AZIMUTH AB 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE…
A: To find The missing length & bearing of the Traverse. Perimeter of the lot. Area of the lot…
Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…
A: For the given data, the latitude and departure are found out below after converting the given…
Q: (E ED) CE WD) COORDINATES. Determine the lengths 14. RECTANGULAR bearings of the sides of a tract of…
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Q: The latitude and departure of a traverse line were computed as +45.56m and – 67.78m respectively.…
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Q: SITUATION A Length L (m) Bearings Course АВ N 48°20' E 529.60 ВС 592.00 CD S 7°59' E 563.60 DE…
A: We have to find bearing line DE and bearing line BC And total area
Q: a) What is the length of course DE? b) What is the bearing of the course BC? c) What is the…
A: The summation of latitudes and departures can be used to determine the missing length and bearing of…
Q: Compute the area (square meters) of the given lot using DMD. LINES BEARING DISTANCE (m) S 75°58' E S…
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Q: 4.7 Clused traverse ABCD has the following S 40° 18' E, CD = SI1°11' W, DA = N 62°07' W. Compute the…
A: Transverse surveying is used for land surveying. In this type of survey, the length and direction of…
Q: Q1/ A tract ofland has three straight sides AB, BC and CD. The fourth side DA, is irregular. The…
A: For determining the area of the irregular boundary, we can use the following method. Mid point…
Q: Dist. (m) | Mean Dist. (m) Line Azimuth Bearing Latitude Departure from South 1- 2 27.35 171° 18' 2…
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Q: 1. Determine the area of the six-sided tract of land shown based on the survey data indicated using…
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Q: A close traverse has the following field data: Line QR has a bearing of S 8°51' W and a length of…
A: The length and bearings of traverse are given . To find the missing data i will use latitude and…
Q: PROBLEM I COURSE LENGTH (m) BEARING / AZIMUTH 32 27 AB 110.80 BC 83.60 unknown CD 188 51' 16°29'…
A: To find Missing length and bearing of the traverse. Perimeter of the traverse. Area by DMD method.…
Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…
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Q: Given the following sections Station 3+ 080 405 3.00 3.00 705 +0.84 +3.50 +285 +212 +3.24 Station 3+…
A: Fig shown above is the cross section dimension of the first station, 3+080 Area = cb + Fldl + Frdr2…
Q: COORDINATES Corner NORTHINGS EASTINGS 1 1600 400 2 400 800 600 400 1400 1200
A: As per bartleby policy i can answer only 3 subparts at a time. Please upload again other questions.
Q: Length L (m) 529.60 Bearings Course AB N 48°20' E ВС 592.00 CD S 7°59' E 563.60 DE 753.40 EA N…
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Q: Lot#2426 Corner Bearings S34°01'E Distance(m) Coordinates 1 to 2 2 to 3 33.86 20079.84 19842.72…
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Q: COURSE LENGTH (m) BEARING / AZIMUTH AB 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE unknown…
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Q: Problem 4. From the given technical description of a lot. Lines Bearings N 48 20' E N 87°00' E…
A: To determine the corrected bearing and line follow the given steps: Determine latitude and…
Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…
A: To Determine Length and bearing of line AD.
Q: 21. Giventhe cross section notes of an earthwork between station 10+100 to 10+200. Assume both…
A: For the given station, the side slope and cross sectional area has to be determined. Given: x1, y1 =…
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…
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Q: From the given tract of land having the following data, compute the following: LINES LATITUDE…
A: DMD of first line=Departure of the first lineDMD of any line=DMD of Previous line+Departure of…
Q: 10. The algebraic sum of latitude and departure of a five-sided tract of land ABCDE are as follows:…
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- From the given parcel of land of the field notes shown: Sketch and Line Bearing Departure(m) Length (m) DA Latitude (m) DMD A-B Due East 34 B-C Due South 76 C-D Due West 50 D-E E-A S 60° E ? a) Determine the missing length E-A (m) b) What is the area of the lot (m2.)?Given the accompanying adjusted plot for a parcel of land. It is desired to divide the parcel into two parts by the dashed line shown. This line is to begin at Ron side DE and must be 400m from D. It isto run parallel to side CD until it intersects side BC at S. Determine the length of RS and the distance of S from C.Provide Complete SolutionSubdivide the land into two equal area using a) A east-west line b) a line passing through corner 5. Plotthe subdivided lot separately and provide their technical description.The table provided below are the latitude and departure of the boundary of the lot (no need foradjustment) Line Lat Dep 1-2 0.000 161.036 2-3 -141.808 0.000 3-4 -.000 -141.808 4-5 64.094 28.041 5-1 77.714 -47.269 Sum 0.000 0.000
- A parcel of lot (trapezoidal) has a technical description as shown in the tabulated data, Lines Bearing Distance(m) A-B S 01-27 E 27.72 B-C S 88-47 W 38.21 C-D N 06-57 E 28.01 D-A N 88-47 E 34.12 a) What is the DPD of line CD? in m b) What is the double area of the line BC? in m? c) What is the total area of the lot using DPD? m? d) What is the angle to the right of line B-CA rectangular piece of land mark A, B, C, D (clockwise) has a dimension of its length (BC & DA) equal to 75.67m and width (AB & CD) of 56.80m. Corner A is on its lower left location and corner B is on the upper left. This land is to be divided into 3 lots of equal areas. The dividing line is parallel to sides AB & CD. Determine the width of each lot.Lot ABCD between two parallel street lines is 350.00 ft deep and has a 220.00 ft frontage (AB) on one street and a 260.00 ft frontage (CD) on the other. Interior angles at A and B are equal, as are those at C and D. What distances AE and BF should be laid off by a surveyor to divide the lot into two equal areas by means of a line EF parallel to AB?
- Three points on a triangular lot has the following coordinates; A(5000, 3500), B(5550, 4160), C(5550, 3500). Determine the area of the lot in meter squared1. What is the Total Lot Area (TLA) of the Lot in square meters? Dimension in drawings are in millimetres mm. 2. What is the Length of Perimeter Line 1-2 in meters? 3. What is the Length of Perimeter Line 2-3 in meters? 4. What is the Length of Perimeter Line 3-4 in meters? 5. What is the Length of Perimeter Line 4-5 in meters?Given the technical description of a triangular lot. Compute the area and perimeter of the lot. *provide these: - given and req'd - diagram of the problem -computations -final diagram with computed unknown variables
- From the given parcel of land of the field notes shown: Sketch and Line Bearing Length (m) Departure(m) Latitude (m) DMD DA A-B Due South 34 B-C Due West 76 C-D Due North 50 D-E N 12 1'51" E E-A S 30° EA land bought by the Saturos family were in the form of triangle with sides 312m long and 517m long and the included angle is 73°33'. Find the perimeter of the lotPrepare the Lot Data Computation: balance by COMPASS RULE and Compute the Areaby DMD Method