It is shown that the position of landmarks urban land area up to 2 hectares should be determined with errors in relation to the items city geodetic network mt = 0,05 m, for sites larger area – mt = 0,10 m. Formulas calculate the parameters theodolite moves (angular and linear residuals, stroke lengths and the number of sides) and the parameters of the cadastral survey (distances to landmarks).
The main types of surveying, made during the construction of cable-stayed bridges in the city of Vladivostok. Among them: the geodetic staked basis, survey work in the construction of piers and installation of anchors to mount guys pole and span, geodetic support for installation, metal core, geodetic monitoring of cable-stayed bridge in the construction process of its construction.
