(Answered): Attached hereto is a field note of a traverse showing angles and distances as measured. The travers ...

Attached hereto is a field note of a traverse showing angles and distances as measured. The traverse commenced at an existing monument known as Point 1, and which has published coordinate values as shown. The traverse was run from Point 1, through Points 2 through 6, closing on known monument Point BETA Both Point 1 and Point BETA are in a state plane coordinate system with coordinates as shown. This traverse was measured on the ground surface at elevations as shown. You are to calculate surface coordinates at each of Points 2-6. Then from geographic values shown, determine the California State Plane Zone. To evaluate traverse accuracy, you must convert surface distances to values on the state plane grid, calculate grid coordinates on each of Points 2 6, and finally calculate traverse error of closure i.e. direction as distance from Point 6 to Point BETA Show your work, which should include the converted traverse diagram, with grid coordinates, on a separate sheet and email same to me before 2:00 pm today. PT. BETA N. 1921924.19 EL. 1052.1A E. 6361655.44 PT. 6 EL. 1052.7 N· LAT. 34.16, 18.18582" W. LON. 11839'43.32914 PT. 5 EL. 1238.5 ?311.01 '02" 4196.11 PT. 4 EL. 1121.9 1370642-) PT. 3 EL. 2123.1 10526 20" 1762933 PT. 2 EL. 2268.9 SCALE: | 1 "= 1500 206'43'56 PT. 1 N. 1913356.32 E. 6362259.02 EL. 2270.4 N· LAT, 34.14,53·47070" W. LON. 118 39 '35.46690 PT. ALPHA