You are the engineer responsible for the planialtimetric survey of a plot of land where a rural road will be built. The terrain has a complex topography, with steep slopes and slopes.To ensure precision in the project, geometric leveling was carried out using an engineering level. Table 1 below presents the readings obtained in the field.Table 1: Excerpt from leveling. Ponto Leitura de ré (m) Leitura de vante (m) Cota (m) 1 1,252   275,000 2   0,986   3 1,458 1,254   4 1,376 1,845   5 1,122 0,998   6   1,342   7 1,325     Calculate the coordinates of points 2 to 7 and complete Table 1, using the geometric leveling method. Preferably do it in a typeable form, handwriting hinders understanding;

Imagine that you are the engineer responsible for the tacheometric survey of an area where a public park will be built. While surveying, you found a cliff that needs to be detailed mapped. Using a tacheometer, the following readings were obtained:Data:Zenith angle (z): 45°Reading on stadimetric wires:High wire: 1.485 mMedium yarn: 1,000 mLow wire:0.948 mInstrument height: 1.50mHeight of observed point: 0 m Calculate the horizontal distance from the observed point and the height of the cliff in relation to the instrument position. ∆d = 100. (A-B). cos²z∆h = Dx tan(z)+ (hm+hi-hv)- Give preference to make the resolution editable, handwriting hinders understanding.