A vertical pole stands on a horizontal ground. A topographic geodetic engineer positioned due east of the pole measures the elevation of the top of the poles as 53.33 grads. He moves due south 30 m, and measures the élevation of the top of the pole as 782.22 mils. Detemine the height of the pole in meters. a) 48.1 b) 68.6 c) 35.6 d) 58.6

FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 3.The algebraic sum of latitude and departure of a six-sided tract of land are as follows: EL = - 1.35m, precision or relative error of the survey. ED = + 1.18 m. If the total length of boundary is 455. 56m, determine the 4.The latitude and departure of a traverse line were computed as +77.56m and – 87.78m respectively. a) Determine its bearing b) Determine azimuth, c) Determine is distance.

A vertical pole stands on a horizontal ground.. A geodetic engineer positioned due east of the pole measures the elevation of the top of the pole as 53.33 grads. He moves dué south 30 m. and measures the elevation of the top of the pole as 782.22 mils. Determine the height of the pole in meters. a) . 48.6 b) 39.4 c) 44.8 d). 58.6

Why assume A of 30˚ 0'0"? When we can start at point F to get the azimuth for A? 116˚35'54"-90˚=26˚35'54" then 26˚35'54"+126˚52'12"=153˚28'6" then 180˚-153˚28'6" =26˚31'54" would be the azimuth for A. Is this correct?