Lot#2426 Corner Bearings S34°01'E Distance(m) Coordinates 1 to 2 2 to 3 33.86 20079.84 19842.72 S58°41'W 37.74 20051.77 19861.66 3 to 4 N63°43'W 24.75 20032.16 19827.42 4 to 1 N45°36'E 52.47 20043.12 19805.23
Q: A five-sided lot ABCDE, in which the length of AB is 268.70 m, has the following quantities being…
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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 m,…
A: given coordinates A(x1 , y1) = (-123.45 , 105.70 ) B (x2 , y2) = (163.08 , 230.17 ) we have formula…
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: iven the following data of a tract of land below, determine the area east of a line running from F…
A: Given data shows the adjusted values of latitude and departure of a closed traverse. Required-To…
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: 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: Surveying question: The first line, AB of a four-sided property boundary (ABCD) has a bearing of S…
A: Given: A four-sided boundary ABCD bearing of line AB= S 42o 48\' E internal…
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: 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 clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…
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Q: SITUATION #2: A square lot has one side AB having a bearing of N 30°15' E. (20pts) a. Determine the…
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Q: Lot#1118 Distance(m) Coordinates Bearings S75°29'E Corner 1 to 2 2 to 3 3 to 4 33.62 20079.84…
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Q: figure. survey, engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38…
A: The error in elevation of BM 35 will be calculated as: Error in elevation of BM 35=Last RL-first RL…
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: 9. A five-sided lot ABCDE, in which the length of AB is 268.70 m, has the following quantities being…
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Q: АВ 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE unknown 16°29' South of West EA 90.20 71°16'…
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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: located at their midpoint. The azimuth of line BC is 255 degrees. If the angle θ =
A: in ∆ABD ABsin 90°=BOsin70°⇒BO= 500Sin 40°×sin 70°=730.951m BO = 730.951 m we have , BE =…
Q: GIVEN THE CROSS SECTION NOTES OF AN EARTHWORK BETWEEN STA. 2+300 TO 2+450. ASSUME BOTH STATIONS TO…
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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: A triangular lot was formed by three straight lines. Bearing of line AB is N45E and is 160 m long;…
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Q: a) The length of course DA, in meters, is b) The bearing of course DA is c) The perimeter of the…
A: Length and bearing of traverse is given in the tabulated form and it has been asked to find missing…
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: 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: If Ø=0.987643 rad. Find Ø in * degrees 52° 04' 26" O 56° 35' 16" O 65° 25' 13" O 54° 30' 16" O 35°…
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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: PREPARE A PROFILE LEVELING NOTES FOR THE SURVEY ILLUSTRATED BELOW 4.66 3.98 1.20 5.11 1.80 4.42 4.30…
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Q: 14. RECTANGULAR bearings of the sides of a tract of land whose corners have the following X and Y…
A: Surveying mainly considers the branch of measurement of the points on the ground surface for the…
Q: Given a triangular lot ABC. The bearings of sides AB and BC are N 54°19' E and S 38°40' W,…
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Q: 15. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are…
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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. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are…
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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: A triangular lot ABC have side AB of length 94 m and bearing N 45° E and side CA of length 88 m,…
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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: 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: LINE DISTANCE(m) AZIMUTH AB 647.25 306.92 deg. BC 203.03 354.32 deg. CD 720.35 195.53 deg. DE 610.24…
A: Line Distance(m) (l) Azimuth θ Latitude (L) L=cosθ Departure (D) D=lsinθ AB 647.25 306.92…
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: 14. RECTANGULAR COORDINATES. Determine the lengths an bearings of the sides of a tract of land whose…
A: Solution: Given Data: The X and Y Coordinates: A-105.45,-127.96B-289.63,…
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'…
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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: For the lot whose other description is given below: LINE BEARING LENGTH (m) AB Due East BC N 35°12'…
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Q: A spherical triangle has the following parts: C=900, c=840, and a=650. Compute angle B. Answer: 83…
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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