11. ADJUSTMENT, OF LENGTHS AND BEARINGS. Given in the accom- panying tures for a property survey. and adjusted bearing of each course. Tabulate all given and computed values accordingly. depar- Determine the adjusted length tabulation are the adjusted latitudes and ADJUSTED LATITUDE ADJUSTED DEPARTURE COURSE +N -S +E - W . 1-2 1 03.82 117.09 2-3 3.67 176.83 3-4 166.64 20.34 4-5 27.65 224,05 5-1 86.80 90.21 Sums + 194.29 -194.29 +314.26 -314.26 ENL) (ESL) (EED) (EWD)

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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Q: Figure 5 $75 15'E 708.35 m Unknown $86 35 W 607.66 m 301.08 m Determine: Length of Line DE Bearing…

A: To Determine: Length of Line DE Bearing of Line FA To Draw the new traverse showing a new cut line…

Q: 2. In the survey of a closed lot with five sides, the following data are given where in all the…

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Q: 11. ADJUSTMENT OF LENGTHS AND BEARINGS. Given in the accom- panying tabulation tures for a property…

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Q: 3. Adjust the following data using compass rule. Course AB BC CD DE EA Bearing N 48° 20' E N 87° 35'…

A: Given: Course Bearing Distance (m) AB N48o20'E 265 BC N87o35'E 296 CD S7o59'E 282 DE…

Q: only SKETCH this traverse

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Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

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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…

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Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

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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: A lot with given observations below has missing adjoining observations, one has missing bearing and…

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Q: Draw the diagram a.) Compute the angle CEX. b.) Compute the distance AX. c.) Compute the distance…

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Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Length(m) 101.01…

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Q: 1. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

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Q: Part II. Complete the table below. Unit of length is meter. For area computation, use the adjusted…

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Q: 2. answer this Traverse Area Computation and plot one of the area using northings and eating.…

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Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

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Q: situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation…

A: First we will convert all bearings into WCB and then we will take sum of latitudes and departures as…

Q: 3. Calculate surface are of the site "ABCDE", if the survey results are: Distance (ft) Right Angle…

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Q: below, ethod. Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17

A: Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17 5…

Q: Given the following data of a tract of land below Adjusted Latitude Adjusted Departure Line N (+)…

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Q: Balance the departures and latitudes and find the adjusted lengths and bearings of the given table…

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Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

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Q: ea using DPD method. (Balance the traverse using the Compass Rule). e obtained data are as follows:…

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Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A: Given To find Length and direction of line AD

Q: 1- types of surveying according to instruments are - and - --- 2- 45° 45 15": 3- 0.75 rad grad…

A: 1. According to types of instruments used surveying is classified as plane table survey,…

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

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Q: Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E…

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Q: 2. Given in the accompanying tabulation are the adjusted latitudes and departures for a property…

A: Surveying : The technique, profession, art, and science of identifying the terrestrial…

Q: panying tabulation are the Eures for a property survey. and adjusted bearing of each computed values…

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Q: Solve the area of the lot from the given data shown by triangle method. Course Observed Data…

A: Course Lattitude Departure Double meridian Distance Double Area (DA) AB -497.28 -56.66 -56.66…

Q: Calculate the closing error of the following traverse Line AB BC CD DE EA Length (m) 193.20 176.80…

A: GIVEN: TO FIND:  Calculate the closing error of the traverse shown above.

Q: For the given set of adjusted latitudes and adjusted departures shown in the accompanying…

A: COURSE ADJUSTED LATITUDE ADJUSTED DEPARTURE DPD (m) DOUBLE AREA= DPD×Departure 1-2 -281.28 +281.06…

Q: ill in the elevation blanks in the chart at the bottom

A: given- a plan table showing storm sewer schedule. required- to Fill in the elevation blanks in the…

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

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Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

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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.