NAME: ________________________________________  DATE: ____________________ Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by compass rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places.   LINE BEARING DISTANCE (M) AZIMUTH (from S) COMPUTED        LATITUDE COMPUTED  DEPARTURE ADJUSTED LATITUDE ADJUSTED DEPARTURE ADJUSTED DISTANCE ADJUSTED BEARING (nearest minute) ADJUSTED AZIMUTH (nearest minute) DPD DOUBLE AREA         +NL -SL +ED -WD +NL -SL +ED -WD           AB N 00-50 E 475.48                             BC N 63-54 W 649.13                             CD S 25-54 W 867.34                             DE S 44-40 E 522.48                             EF N 33-27 E 504.90                             FA S 84-21 E 311.25                                                                                           TOTAL                                                                             LEC         : __________________                              RP           : ______/_________(nearest hundred)                                             AREA                     : ____________________

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Please *recheck and provide *clear and complete *step-by-step solutions in scanned handwriting or computerized output. Thank you.

Triangles, Vectors, Parametric Equati.. Request editaccess 6) To measure the distance across a wide river surveyors use a technique of measuring angles to a fixed point on the other side of the river. In the diagram below the surveyor starts at point A and measures the angle to be 22°. The surveyor then moves 2400 feet to point B and.measures it to be 56°. Using this information, find the width of the river to the nearest foot. (Note: welare assuming that the sides of the river are approximately parallel.) 2400m