On The Determination Of Geodetic Systems And State Map Works

Original Language Title: o stanovení geodetických systémů a státních mapových děl

Read the untranslated law here: https://portal.gov.cz/app/zakony/download?idBiblio=63017&nr=430~2F2006~20Sb.&ft=txt

430/2006 Sb.



GOVERNMENT REGULATION



of 16 December 2002. August 2006



on the determination of geodetic reference systems and the national map works

binding on the territory of the State and the principles of their use



Change: 81/2011 Sb.



The Government directs pursuant to § 17 para. 2 of Act No. 200/1994 Coll., on

surveying and amending and supplementing certain laws related to its

the introduction, as amended by law No 319/2004 Coll.:



§ 1



Introductory provisions



This regulation has been notified in accordance with the directive of the European Parliament

and Directive 98/34/EC of 22 December 2004. June 1998 on the procedure for the provision of information

in the field of technical standards and regulations and of rules on information

the company, as amended by Directive 98/48/EC.



§ 2



Geodetic reference systems



(1) the Geodetickými reference systems mandatory on the territory of the State (

"binding geodetic systems") are



and the World Geodetic System 1984) (WGS84)



(b)) the European terrestrial reference system (ETRS),



c) coordinate system a single trigonometric network cadastral

(S-JTSK),



d) Cadastral gusterbergský coordinate system,



e) Cadastral svatoštěpánský coordinate system,



f) Altitude system of Baltic-after settlement (Bpv),



g) Tíhový system 1995 (S-Gr95)



h) coordinate system 1942 (S-42/83).



(2) the technical parameters of the binding of geodetic systems are listed in the

the annex to this regulation.



§ 3



State map works



(1) State map parts mandatory in the territory of the State are



and) cadastral map ^ 1)



(b) State map in scale) 1:5 000,



c) base map of the Czech Republic in the scales 1:10000, 1:25, 000, 1

: 50, 000, 1:100 000 or 1:200, 000,



d) map of Czech Republic in the scale 1:500 000,



e) topographic map at the scales 1:25 000, 1:50,000 and 1:100 000,



f) Military map of the Czech Republic in scales of 1:250, 000, 1:500 000 and

1:1 000 000.



(2) the thematic national map parts mandatory in the territory of the State are

thematic mapping works created for the whole territory of the State on the basis of

the basic State map works listed



and in paragraph 1 (a)). (c)), and (d)), or



(b) in paragraph 1 (a)). e) and (f)).



(3) State map works referred to in paragraph 1 (b). and) appear in

binding the entire system according to § 2 (2). 1 (b). c) to (e)).



(4) State map works referred to in paragraph 1 (b). b) to (d)) and paragraph

2 (a). and) appear in binding the entire system according to § 2 (2).

1 (b). (c)), and (f)) and the following mandatory survey system according to § 2

paragraph. 1 (b). and (b).) (b)).



(5) State map works referred to in paragraph 1 (b). e) and (f)) and paragraph

2 (a). (b)) appear in binding the entire system according to § 2 (2).

1 (b). and) and (f)) in a universal transverzálním view Mercator

or the Lambert Conformal conical view.



§ 4



Guidelines for using geodetic reference systems and State map

works



(1) Binding geodetic systems according to § 2 (2). 1 (b). a) to (g))

used throughout the national territory for the survey activity in the public

the interest ^ 2) and for the results of the survey of activities used in the public

the interest ^ 3). Binding a GEODESIC system according to § 2 (2). 1 (b). (h)) can be used

only for tonnage measurement, maintenance and management of the documentary works of State

the border with the Republic of Poland.



(2) State map works under § 3 para. 1 (b). a) to (d)) and the thematic

State map works under § 3 para. 2 (a). and) are intended for public

the use of.



(3) State map works under § 3 para. 1 (b). e) and (f)) and the thematic

State map works under § 3 para. 2 (a). (b)) are intended for

ensuring the defence of the State.



(4) State map works under § 3 para. 1 used



and in the management of topographic and) thematic maps,

created in the public interest,



(b)) for the purposes of crisis management and integrated rescue system.



(5) if they are crisis management bodies, and components of the integrated

the IRS, in concert, always used only by State map

the works displayed in the entire reference system according to § 2 (2). 1

(a). or supplemented).



§ 5



Transitional provisions



(1) Binding geodetic systems according to § 2 (2). 1 (b). (d)) and e) can be

use only in the management and leadership of the State of the map of the work pursuant to section 3

paragraph. 1 (b). and), which was in one of these systems is established, the

time to replace this makes a map work by binding the entire

system according to § 2 (2). 1 (b). (c)).



(2) a binding system under section Geodesy 2 (2). 1 (b). h) for

assessment, maintenance and management of the documentary works of State borders with

The Republic of Poland should only be used until a replacement as follows

created by documentary oeuvre documentary piece created in

binding the entire system according to § 2 (2). 1 (b). a), b) or (c)).



§ 6



Regulation (EEC)



Government Regulation No. 116/1995 Coll., laying down a geodetic reference

systems, State mapping works binding throughout the territory of the State and the principle of

their use, is hereby repealed.



§ 7



The effectiveness of the



This Regulation shall enter into force on 1 January 2000. September 2006.



Prime Minister:



Ing. Paroubek in r.



Minister of agriculture:



Ing. Mládek, CSc. v. r.



Annex



Technical parameters of the binding of geodetic systems



1. the World Geodetic System 1984 is intended in the Czech Republic



and space geodesy, technologies) that are part of programs

monitoring and processing centre system administrator



(b)) file of coordinates, which are relative to world

Geodetic System 1984 implementation of G873,



(c) the elipsoidem of the world geodetic system) 1984 with constants a =

6378137 m, f = 1:298,257223563, where "a" is the length of the main drive shafts and "f"

is flattening.



2. the European terrestrial reference system is in the territory of the Czech Republic

determined by the



and space geodesy and technologies) are constants, which are part of the

programs of international processing center,



(b)) file geocentrických the coordinates of selected points of the geodetic

the foundations, whose souřadnižce were relative to the epoch of 1989.0 and the European

terestrickému reference framework (ETRF) in the implementation of 2000 (ETRF2000)



(c)) elipsoidem survey reference system 1980 (GRS80)

the constants a = 6378137 m, f = 1:298,257222101, where "a" is the length of the main

drive shafts and "f" is flattening.



3. Coordinate System is a Single network cadastral trigonometric

determined by the



and Besselovým elipsoidem with parameters) a = 6377397.15508, b = m

6356078.96290 m, where "a" is the length of the main drive shafts, "b" is the length of side

drive shafts,



(b)) Křovákovým Conformal conical view in general position,



(c)) file coordinates of points of the trigonometric leveling networks.



4. the Cadastral gusterbergský coordinate system is designed



and) Cassiniovým (or Cassini)-Soldnerovým transverzálním cylindrical

display délkojevným in the main parallel circles, with an area of war

with regard to conventional base and Meridian, with the axis of the cylinder in

the plane of the equator of the conventional,



(b)) at the beginning of the trigonometrickém point Gusterberg in Upper Austria, whose

the geographical coordinates are PHI = 48o02 ' 18,47 '' lambda = 31o48 ' 15,05 ''

East of Ferra, the X axis in the conventional basic Meridian assigned

This point and the system of the major circles in planes perpendicular to the

the basic Meridian,



c) cadastral trigonometric network 1. up to 4. the order of the years 1824-1860,



(d))-pravoúhelníkovou system in equidistant

intervals conducted with the base Meridian and parallel lines perpendicular lines to the

This Meridian, producing both square sheets of triangulation

the one hand, the Vienna miles, i.e. 7585.9 m and rectangular sectional

sheets with sides 1000 and 800 yards of it, i.e. the Vienna 1896.484 m and 1517.187

m, which is displayed in the scale 1:2880, and represent the map sheets

cadastral maps.



5. the Cadastral svatoštěpánský coordinate system is designed



and) Cassiniovým (or Cassini)-Soldnerovým transverzálním cylindrical

display délkojevným in the main parallel circles, with an area of war

with regard to conventional base and Meridian, with the axis of the cylinder in

the plane of the equator of the conventional,



(b)) at the beginning of the trigonometrickém point in the Tower of the Temple of St. Stephen in

Vienna, whose geographical coordinates are PHI = 48o12 ' 31,54 '' lambda =

34o02 ' 27,32 '' East of Ferra, the X axis in the conventional base

the meridian is assigned this point and a system of main circles in

planes perpendicular to the base Meridian,



c) cadastral trigonometric network 1. up to 4. the order from the years 1821-1860,



(d))-pravoúhelníkovou system in equidistant

intervals conducted with the base Meridian and parallel lines perpendicular lines to the

This Meridian, producing both square sheets of triangulation

the one hand, the Vienna miles, i.e. 7585.9 m and rectangular sectional

sheets with sides 1000 and 800 yards of it, i.e. the Vienna 1896.484 m and 1517.187

m, which is displayed in the scale 1:2880, and represent the map sheets

cadastral maps.



6. The height system of the Baltic-after the settlement is intended



and) the default elevation point, which is the zero of the scale of the marine in the hydrograph

Bpv may refer to,



(b)) file from the heights of the international settlement normal levelling

networks.



7. Tíhový system of 1995 is intended




and the level and size of the network), which are derived from the evaluation of the absolute

Gravimetric measurement in the international network,



(b) the set of values of gravity acceleration) from the settlement of an international network.



8.1942 coordinate system is designed



and Krasovského elipsoidem with parameters) a = 6378245 m, f = 1:298.3, where

"and" is the length of the main drive shafts, the "f" is flattening,



(b)) with Gaussian transverse Conformal cylindrical display in 6o poledníkových

strips in Krügerově treatment,



(c)) file from an international coordinates the settlement of Tiberius;-

geodetic networks.



1) section 27 (a). I) Act No. 344/1992 Coll., on the real estate of the Czech

Republic (Act), as amended by law No. 89/1996 Coll., and act

No 120/2000 Sb.



2) § 4 paragraph 2. 1 of Act No. 200/1994 Coll., as amended.



3) § 17 para. 1 of Act No. 200/1994 Coll.