3. Fill-out the table below using the missing data calculations.Lot Side Length (m)Latitude (m)BearingN 50° WN 10° ES 60° EDeparture (m)АВ200300500BCCDDA4. Write here the calculations used in the missing data calculations: CE0015L – Fundamentals of SurveyingField Work 8 – Subdivision Lots and Missing DataObjectives:1. To determine missing line latitude in a subdivision lot survey.2. To determine missing line departure in a subdivision lot survey.3. To determine missing line distance in a subdivision lot survey.4. To determine missing line bearing in a subdivision lot survey.Activity Guide:1. Solve for the missing line details: latitude, departure, distance, and bearing.Lot Side Length (m)Latitude (m)BearingN 50° WN 10° ES 60° EDeparture (m)?АВ200?300500?BC???CDDA???2. Draw a sketch for the Subdivision Lot here.

Answered: Image /qna-images/answer/1b1d3d8a-4591-4a14-abb2-2a3ea6f90f59.jpg

Answered: 3. Fill-out the table below using the…

3. Fill-out the table below using the missing data calculations. Lot Side Length (m) Latitude (m) Bearing N 50° W N 10° E S 60° E Departure (m) АВ 200 BC 300 CD 500 DA

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter4: Measuring Site Work, Excavation, And Piling

Section: Chapter Questions

Problem 8RQ

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Give a brief description: a. Measurement of Horizontal Distances b. Omitted Measurements c. Earthworks
Assume a new elevation of 100FT across the entire site. Existing elevations are as written on the attached grid. Using the grid method, calculate the amount of cut, fill, and either excess or shortage of material. Grid Size: 10'×10' Complete the spreadsheet with the following information. Station New Elevation Existing Elevation Depth Cut Depth Fill Frequency Quad Area Constant Volume Cut Voulme Fill 1A 1B 1C 1D 1E 1F 1G 2A 2B 2C 2D 2E 2F 2G 3A 3B 3C 3D 3E 3F 3G 4A 4B 4C 4D 4E 4F 4G 5A…
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FUNDAMENTALS OF SURVEYING UPVOTE WILL BE GIVEN. Please write the complete solutions legibly. And draw the necessary figures if applicable. a. Compute the area by DMD/DPD b. Convert the details of lot "4" into X and Y coordinates. c. Double check the area by coordinates.
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3)The accompanying tabulation gives elevations of points over the area 20m by 20m city lot. The elevations were obtained by the checkerboard method using 10-m squares. Requirements: a)Plot the contours using a horizontal scale of 6cm=10m and a contour interval of 1 meter. b)Use short-sized bond paper.All corner designations and corresponding elevations must be indicated,including all vertical and horizontal lines. c)lndicate the following Index contours:880,885,890 & 895.The thickness of the index contours must be drawn about twice the thickness of intermediate contours. d)Show solutions in interpolations. 1 A 878.80m 3 883.50m EE 882.50m B 883.20m 885.90m 893.70m cl882.80m 888.60m 891.80m
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