31/1995 Sb.



The DECREE



The Czech Office of zeměměřického and the land



from day 1. February 1995,



implementing Act No. 200/1994 Coll., on surveying and amending and

supplementing certain laws related to the introduction of the



Change: 212/1995 Sb.



Change: 365/2001 Sb.



Change: 92/2005 Sb.



Change: 311/2009 Sb.



The Czech Office of zeměměřický and the land registry provides under section 20 (2). 1 of the law

No 200/1994 Coll., on surveying and amending and supplementing certain laws

related to its introduction:



§ 1



Introductory provisions



(1) of the Ordinance provides for the subject matter and content management point fields and essentials

the submission relating to point fields, subject, and content of the basic management and

thematic map of the State of art, the subject and content of the basic management

geographical data of the Czech Republic (ZABAGED) (hereinafter referred to as the "database"),

How to standardize geographical terminology, subject matter and content

the results of the survey of the activities of a natural person, verified with official

permission requirements section of the documentation of the actual geodetic

the implementation of the building used for the management of basic State map works

request to grant official permission and requests for extinction

official permission, a form of verification results of survey activities and

the contents and the method of carrying out the test of professional competence (hereinafter referred to as

"the test"), and differential tests.



(2) this Ordinance has been notified in accordance with the directive of the European

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

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

for information society services, as amended by Directive 98/48/EC.



(3) For the purposes of this Ordinance means



geodetickým point) (hereinafter referred to as "the point"), permanently marked point laid down

měřickými markers and signaling or protective devices (hereinafter

"the marks"),



(b)) geodetickými data file written, numerical and graphical data

(hereinafter referred to as "data") on the points, the height and position of gravity point

the fields that are part of the documented results of survey

activities or the data point field,



(c)) the data bases of information on State authorities documented points

the administration of surveying and cadastre of the Czech Republic ^ 1) (hereinafter referred to as

"the authorities of surveying and cadastre"),



(d) permanent station for the reception) signals of global navigation

satellite systems (hereinafter referred to as "permanent") set of technical

a device that performs a continuous record of the data signals of global

navigation satellite systems and allows you to provide the data or

any additional services and outputs, which are based on these data,

individual users.



THE FIRST SECTION



THE SUBJECT AND THE CONTENT OF THE MANAGEMENT POINT AND THE SUBMISSION FIELDS RELATING TO

POINT FIELDS



The subject and the content of the management point fields



§ 2



The subject of the management point fields



(1) the subject of the management point fields are performed, and the elevation points

gravity point of the field. Positional point field are divided into basic,

zhušťovací points and detailed field. Point field and the height of the point field

gravity is divided into basic and detailed field.



(2) the distribution point field and the technical requirements of the body contains the

Annex (points 1 to 5), which forms an integral part of this Decree.



§ 3



Content management basic point fields



Content management basic point fields ^ 3) is



and the location of the brand management) point ^ 4) on real estate and the relocation or

delete a tag or imposing measures to protect the brand, ^ 5)



(b)) of the survey of the current status of the brand and the implementation of the measures needed to

the maintenance, restoration and protection, in particular in the territory, where as a result of their

destruction or damage could be the results of a survey of activities

document in surveying reference systems ^ 6)



(c) the management of destruction,) damage and unauthorized transfer of marks or in the

things change or failure to notify the identified deficiencies in the data points, ^ 7)



(d)) to establish the conditions of limited usability points,



e) surveying activities in building, rebuilding and maintenance points



(f)) and of the central database management documentation on the points,



g) provide data on points.



§ 4



Content management zhušťovacích points and detailed point fields



(1) Content Management zhušťovacích points



and the location of the brand management) point ^ 4) on real estate and the relocation or

delete a tag or imposing measures to protect the brand ^ 5),



(b) the management of destruction,) damage and unauthorized transfer of marks or in the

things change or failure to notify the identified deficiencies in the data points ^ 7),



c) surveying activities in building, reconstruction and maintenance of the

zhušťovacích points



(d) the documentation and management) provide data on zhušťovacích points.



(2) a detailed Management position point field, which is the content of the

the real estate cadastre, ^ 8) and the technical requirements for these points to be determined

special prescription. ^ 9)



(3) the contents of the detailed management of the elevation point field is



and ensure performance of land measuring activities) when destroyed

documentation request points according to the results of survey activities in the

binding the entire system, the level of reference ^ 6)



(b) the processing of documents for) the initiation of destruction, damage and

unauthorized transfer of marks or failure to notify changes in the matter, or

the identified deficiencies in the data points, ^ 10)



(c) the management of documentation and the provision of) information on these points.



(4) the content of the detailed management of gravity point field ^ 3) is



and ensure performance of land measuring activities) in special purpose tíhových

measurements,



(b) the management of documentation and the provision of) the information on the points specified in the

geodetic activities under letters).



(5) the Managers of brands and the territorial scope of management carried out by zhušťovacích

points shall be published in the newsletter of the Czech Office of zeměměřického and

land registry.



§ 5



Placement of tags on real estate



(1) the mark must be located



and so, on the land) to ensure compliance with technical requirements for points and to

the brand could be permitted little opportunity to own the land; ^ 11) on the location of the marks on the

agricultural land is not covered by the protection of agricultural land according to the

the special law, ^ 12)



(b)) on the areas of communications and other buildings serving the traffic vehicles

or walking in the level surface or beneath the surface of the outer with the cover in the

level the surface, after previous consultation under the Act, ^ 13)



(c)) to the vertical or horizontal surfaces of building construction, so that the

projects of construction of more than 70 mm,



(d)) in a vertical building constructions immovable cultural monuments ^ 14) so that the

projects of construction by more than 50 mm; the shape, color or the way

the location of the marks must not upset the appearance of cultural monuments, if not

agreed under the act otherwise. ^ 13)



(2) the mark is placed so as not to impair the stability of, or hamper

the use of the building.



(3) the types of brands point annex contains fields (items 2 through 5). The types of

brands of the detailed position of the point of the field, which are the contents of the cadastre

real estate, are listed in the specific legislation. ^ 9)



§ 6



The provision of data on the points



(1) the information about the administrator provides tags or points of land registry departments

the cadastral registry



and free of charge access to the documented) operátů point fields

the presence of the staff of the authority of surveying and cadastre, in the areas and

at the time of collection; This consultation will allow the authority of surveying and

Register to get a copy of the data points in a way that does not harm the

provided a basis, or



(b)) for consideration under special legislation ^ 14a) in written, numerical

or in graphical form or on a data medium, where the specific legal

the regulation provides otherwise; ^ 14b) data on individual points are

While you wait, and the bulk of the data on the outputs points within one week.



(2) data on the Czech Office will publish the points zeměměřický and

(hereinafter referred to as "the authority") on its Web site. These data can be

get a free of charge through the Internet.



(3) For bulk data files shall be regarded as outputs on the points in the summary

over 50 points.



(4) the information provided on the points referred to in paragraph 1 (b). (b)) provides the authority

surveying and cadastre



and the warning that unauthorized) dissemination of the data provided is a violation of

right in the surveying, ^ 15)



(b) the date of the original entry) the book about the information provided, the imprint of the

the official stamp and the signature of the responsible employee of the authority of surveying

and the land.



(5) in the case of the provision of data on items on data carriers with the information referred to in

paragraph 4 (b). and (b))) and shall state in the written communication authority of surveying

and the land, which is delivered to the applicant by hand, or in the

proof of personal acceptance of the data provided, the applicant confirms

his signature.



(6) the provision of information concerning the points can be restricted only for the reasons set out

^ 16) Act.



(7) the administrator of the brand is not responsible for the information provided on the numerical values

points, whose position and height on the ground have changed as a result of damage to the

or relocation of the brand, for example. landslides.



(8) if it is not possible to use the provided an indication of the point for surveying
activities due to the destruction of or damage to the measuring marks this point and

This fact was announced (section 7), the authority of surveying and cadastre,

that gave an indication of the point, a reduction of remuneration provided for in paragraph 7 of the

generally when a subsequent provision of data points. The reduction of the remuneration

corresponds to the amount that was previously paid for the provided an indication of the point,

that cannot be used.



section 7 of the



The formalities relating to the point of submission fields



(1) written notification of the change and identified deficiencies in the data about the item,

damage or destruction of the brand ^ 18) contains, in particular,



and the county name), cadastral territory and point number or reference number

the land on which the sign is located,



(b)) the kind of changes or defects detected in the data point, damage or

the destruction of the brand,



(c)) name, surname and address of the place of residence or the name and registered office

the notifier and his autograph or his statutory

representative.



(2) the notification referred to in paragraph 1 may be lodged directly in writing, brand manager

where appropriate, orally, or through the cadastral registry, ^ 1) in which the

the territorial scope of the point is.



(3) a notice of transfer, delete or take other measures to

protection of marks, and the notice of danger point ^ 19) basic point field

or zhušťovacího point is served by administrators of the brand and include in particular



and) data pursuant to paragraph 1 (a). and (c))),



(b) the justification for the notification or labelling) causes a threat to the brand,



(c)), the term in which the brand is to be relocated or removed,



(d)) of the construction of a polohopisný sketch of the space when the transfer point from the

because of the construction.



(4) the Reconstruction of damaged or destroyed brand brand manager makes the point.

This renewal shall be made at the expense of the person who caused the damage.



(5) notification of changes to the recitals of the detailed position of the point of the field,

that are the content of the land register, the special regulation. ^ 9)



THE SECOND SECTION



THE SUBJECT AND CONTENT OF THE BASIC MANAGEMENT AND THEMATIC NATIONAL MAP WORKS

THE DATABASE AND HOW TO STANDARDIZE GEOGRAPHICAL TERMINOLOGY



§ 8



The subject of the administration of State map works



(1) the subject of the administration are



and basic State map) works, ^ 22)



(b) thematic mapping of State works) published by the Office or other Central

State administration bodies, where appropriate, published by the Office for the other authorities of the State

Administration.



(2) the management of basic State map works, which fulfils the function of a file

geodetic cadastral information, ^ 24) governs the Special

prescription. ^ 9)



(3) the authority, determination of ^ Manager 26) State map works shall be published in the

The Rapporteur of the Czech Office of zeměměřického and the land.



§ 9



The contents of the State management of map works



(1) Content Management



and the creation, renewal,) the issuance and delivery of the State map works



(b) documentation of the funds and management) data files in digital form

the basic State map works.



(2) creation and restoring essential Government map works is based on the

the current state of the database as the default geographic data

standard and from a standardized geographical nomenclature in accordance with § 11

paragraph. 6.



(3) State map works in analog form (outputs)

or as a raster and vector files in the content at the appropriate

the scale of the relevant State of the map works.



(4) documentation of funds making State map works provides

Zeměměřický Office of the rectangular Planar coordinates of the corners of the internal frames

a scale of reference in the entire system.



§ 10



The use of the national map works



(1) State map works provide their administrators to use ^ 27)



and in graphic form as) a copy of the printing materials or sales

copies of the sales copy, as appropriate ("map data")

,



(b)) in the form of raster, or vector, is the competent State map

created on the basis of the database.



(2) permission to use the State of the map works grants administrator

a written contract concluded with a person who the State map to be used in the

accordance with the special law. ^ 27)



(3) any copy of cartographic works, created using the

the State of the map of the work or any part thereof, shall contain a notice on the

the copyrights to the State mapovému the workpiece under a special zákona27)

the form of safeguard clauses "map base (C)" with the indication of the Publisher

the State of the map and the year of first release.



(4) Clause referred to in paragraph 3 is not on the Cartographic works

created by creative processing of new cartographic works using the

the State of the map works.



section 10a



Course administration database



The subject of the management of the database, the data about geographic objects in

electronic form, whose spatial component vector data and

descriptive information about the folder, the attributes of geographic objects. A list of the

geographic objects and their attributes in a database at the same time with

categorization of these objects and the database structure contains the annex (point

8).



section 10b



The contents of the database management



Content management database is



and digitisation and database creation) then the computer processing

the content of the base maps of the Czech Republic 1:10 000 and complementing other

General utility objects that map does not contain the default surface,



(b) spatial database updates folder) implemented



1. periodically for the full contents of the database in the cycle of not more than 6 years throughout

the territory of the Czech Republic, on the basis of orthophoto and

topographical došetřením changes in terrain,



2. a continuous record of the major changes to the geometrically important objects

database,



(c) update the descriptive database folder) implemented



1. periodically, at the same time with periodic updates of the spatial components and



2. continuous updates of attributes from the reception of the administrative authorities,



d) improvement database to refine the positions of some of the

geographic objects,



(e) development of a communication system) in public administration for leadership

database,



(f) supporting documents for the documentation management) database, and the preservation of its content

in a time series.



section 10 c



Forms of provision, terms of use and expansion of the database data



(1) the Data in a database provides the authority for use as a Zeměměřický



and vector files), or positioning changes (in the form of a digital

the model of the relief) the territory of the Czech Republic in the commonly used and extended

computer formats



(b)) the text files in the interchange format, which contains in addition to the

the spatial coordinates and descriptive data, IE. the codes and the names of the objects and

the values of the attributes. The structure of the interchange format published by the Zeměměřický

Office in the Office of the Rapporteur of the Czech zeměměřického and the land.



(2) a condition of the use and expansion of the database data is a contract concluded between the

the user and the land survey authority, which stipulates that the data of the database will be

the user to use for their own use, including their publication on the

Intranet (without the possibility to disseminate data), or what other purposes

will be used with the option to expand the data separately, together with the

a thematic extension to the release or other cartographic works.



(3) when you use database data for commercial purposes, a user in the contract

undertake to indicate on the product trademark "Geographical basis-

ZABAGED (R) Zeměměřický Office ".



§ 11



How to standardize geographical terminology



(1) the subject of standardization of geographic nomenclature ^ 28) are



and nesídelních names of geographic objects) from the territory of the Czech Republic in

details of the basic State of the map in scale 1:10 000,



(b) the form of the settlement names) and nesídelních of geographic objects outside

the territory of the Czech Republic, including the names of extraterrestrial objects, according to the

the requirements of the Cartographic works, publishers



(c) the form of the current names) a historical geographic objects.



(2) proposals for Standardization of geographic nomenclature shall be submitted

Notional Commission of the Czech Office of zeměměřického and land (hereinafter

only the "Názvoslovná Commission"), which is an advisory body of the authority. A proposal from the

contains, in particular,



and geographic names) the full text of an object which is proposed

standardized and alternative name of this object,



(b)) a brief description of the geographical object and location object names in the

the map of the substrate,



(c) the authority of the State Administration) or authority of the territorial Governments, 29 ^ ^)

where appropriate, the institution, in which the territorial or material scope belongs to

comment on the design of geographical names of the object,



(d)) name, surname and address of the place of residence or the name and registered office

the petitioner and his autograph or his statutory

representative.



(3) the tasks and organisation of activities, the Commission defines the Notional

the statute issued by the Office. The members of the Commission shall appoint the Chairman of the Notional

Authority, after consultation with the heads of the competent central authorities of the State

management, scientific and other institutions. The status and composition of the Notional

the Commission shall publish in the Bulletin of the Czech Office of zeměměřického and

land registry.



(4) the names of geographic objects referred to in paragraph 1 (b). and)

standardize in accordance with the principles and rules of the norm. When

Standardization is professionally assesses the accuracy of the material and language
taking into account the geographical names locally used the form of the names and

location of standardized names. As a result of standardization is the only

binding form and localization of the names of the geographical object for creating

Cartographic works.



(5) the standardization of the names of geographic objects referred to in paragraph 1

(a). (b)) is based on the following principles



and the naming of geographic objects) provides for the State on whose territory the

the object is located,



(b)) to the names of geographic objects from the territory of the States that use the

nelatinková font, the way their transliteration into the Latin alphabet controls

the recommendations of the United Nations conferences on the standardization of

the geographic nomenclature,



(c)) to the names of geographic objects, for which there are the most convenient Czech form

(exonyma), their use is governed by the recommendations referred to in point (b)) to the

the maximum and the speedy reduction of the exonym.



(6) the Standardized geographical names, objektů30) are listed in the

State map parts and electronically kept in standardized

the geographical extent of the nomenclature of geographic names, which contains

A basic map of the Czech Republic 1:10 000. Selected files

standardized geographical names are published in the reduction

Publications Office, which are



and the non-periodical publication), entitled "UNITED NATIONS Geographical lists of notional

-The CZECH REPUBLIC ",



(b)) of the periodic publication entitled "Notional information".



(7) the Standardization of names nesídelních objects from the territory of the Czech Republic,

included only in the national map works under section 8 (2). 2,

modifies specific prescription. ^ 9)



THE THIRD SECTION



THE SUBJECT MATTER AND CONTENT OF THE RESULTS OF THE SURVEY ACTIVITIES VERIFIED THE PHYSICAL

A PERSON WITH OFFICIAL PERMISSION AND GEODETIC DOCUMENTATION

THE ACTUAL CONSTRUCTION



§ 12



cancelled



§ 12a



Requirements documentation of results of survey activities used for

the management and leadership of the national map works acquired global technology

navigation satellite system



(1) the Requirements documentation in-depth points position point field

global navigation satellite positioning technology oriented system (

"GNSS") are



and) technical report, which is an integral part of the protocol specifying points

the detailed position of the point of GNSS technology field, including the annexes;

the pattern of the protocol specifying the points detailed position point field

GNSS technology is published on the website of the Office,



(b) the geodetic data points) the detailed position of the point array ^ 9).



(2) the Requirements documentation in-depth points is a record of a detailed

measurement of changes in ^ 9), which is an integral part of the protocol specifying the detailed

GNSS technology including attachments points; the pattern of the protocol specifying the detailed

GNSS technologies points is published on the website of the Office.



(3) the technical requirements on the focus and the calculations of points specified technologies

GNSS are listed in the annex (point 9).



section 13



The results of the survey activities in construction



(1) the verification of the results of the survey activities to the extent referred to in section 13 of the

paragraph. 1 (a). (c)) of the Act applies to the surveying activities in



preparation of buildings)



(b) designing of buildings)



c) construction,



(d) the documentation and operation of buildings).



(2) in the preparation of constructions are subject to verification in accordance with paragraph 1 of this

land activities



and manufacture of surveying documents)



(b)) the assessment of completeness, correctness and suitability of geodetic bases.



(3) when designing the buildings are subject to the verification referred to in paragraph 1 of these

land activities



and a copy of the handout for the geodetic) project activity or

replenishment of surveying of the supporting documents referred to in paragraph 2,



(b) the making of a project marking network),



(c)) the making of a substrate for territorial control, ^ 41)



(d) the establishment and all) points that were used for the purposes of

design and can be used to vytyčovacích, control and

documentation of activities,



(e) the making of a vytyčovacích individual drawings) of objects,



(f) coordinating the drawing) the processing of (construction), cooperation on

the coordination of the space the location of ground, underground and above-ground

buildings and equipment, including technical equipment,



(g)) the making of a project measuring shifts and deformation.



(4) in the implementation of construction works shall be subject to verification in accordance with paragraph 1 of this

land activities



and the establishment of the perimeter of the construction site,) special land use according to law

^ special laws, 41)



(b)) the establishment and focus points marking networks and their security against

damage to, or destruction of, check the layout of the network for the duration of the construction,



(c) the spatial delimitation of the building) in accordance with the planning and

building permit,



(d) the establishment of the existing groundwater management) on the surface, where they may be

without prejudice to the construction activities,



(e) the establishment of the shape and dimensions) of the object, with the exception of buildings not subject to

building permit or reporting in the local coordinate system

the construction, if the tenant does not form a border,



(f) geodetic control, measurement) measuring shifts and deformation of objects,



g) measure the actual construction.



(5) in the documentation and during the operation of buildings shall be subject to verification in accordance with

paragraph 1 of these survey activities



and the making of a geodetic documentation section) of the actual construction,

that contains the



1. numerical and graphical representation of the results of the focus of the actual position,

the height and shape of the ground, underground and above-ground objects and equipment,

including the technical equipment, due to the points marking the network



2. as a general rule and with the data in the scale of 1:200, 1:500, or

1:1000 showing all newly constructed buildings and facilities and points

marking network



3. measuring sketches with figures, a list of coordinates and heights of points

point field, aligning network and detailed points,



4. the technical report,



(b) the security measure of shifts) geodetic and strain, geodetic

Security measurement, in particular the crane tracks, and geodetic control

the measurement, in particular the line structures or buildings provided for the specific

provisions,



(c)) and the addition of part of the acquisition of geodetic documentation of existing

building objects.



(6) the position and height of the focus of all underground structures and devices

When you survey the activities referred to in paragraph 4 shall be carried out before the

covered.



(7) the results of the survey activities must be identified by name, where applicable,

binding a shortcut used geodetic reference system.



§ 14



Requirements section of the documentation of the actual implementation of the geodetic construction

used for the management of the State map works



(1) Authority of surveying and cadastre in the findings that the edifice,

that is the subject of the polohopisného or výškopisného the content of the basic

the State of the map works, it is not displayed, or that there has been a change

geometric and position determination of the construction, writing prompts the owner

construction, ^ 43) to submit to him for inspection or loaned



and the documentation referred to in section 13) of paragraph 1. 5 (a). and, if it is) about the construction according to the

the special law, ^ 44)



(b)) in a specified territorial unit a list of coordinates of detailed points and

measuring about targeting other elements of diagrams of the positioning.



(2) the accuracy of geodetic measurements, the results of which are used to copy

documentation of the actual construction, and which is used for



and a copy of the geometric plan) a new construction or a real distribution

real estate,



(b)), the approval of management, ^ 46)



(c)), that make up the view of buildings polohopisný the contents of the basic State

map works



(d) information systems bodies) formation of territorial self-government,



must be ensured to meet the criteria under the Special

the law and the requirements of Czech technical standards, other

technical standards or technical documents, where appropriate, international

foreign organizations or other technical documents containing the

For more detailed technical requirements, designated and notified to this Decree

According to special legal regulations ^ 46a) (hereinafter referred to as "specified standards").



(3) failure to submit the documentation referred to in paragraph 1 is a violation of the right to

section surveying. ^ 47)



THE FOURTH SECTION



REQUEST TO GRANT OFFICIAL PERMISSION AND REQUESTS FOR EXTINCTION

OFFICIAL PERMISSION, A FORM OF VERIFICATION OF RESULTS OF SURVEY ACTIVITIES AND

THE CONTENT AND METHOD OF CARRYING OUT THE TEST AND EXAMINATION OF DIFFERENTIAL



Request to grant official permission



§ 15



(1) a written request for the granting of official permission (hereinafter referred to as "the application")

individuals applying for the granting of official permission (hereinafter referred to as

"the applicant") contains the



and) name, surname, title, date, month, year and place of birth, place of

permanent residence and, by whom, and when the applicant was issued ID card

or the number of the travel document of the Czech Republic, and by whom, and when it was

issued when the applicant has a residence outside the territory of the Czech Republic;

If the applicant is a foreigner, his request for the granting of official permissions

contains the name, surname, day, month, year and place of birth, nationality

citizenship, number of the travel document and the indication, by whom, and when it was issued, and

the address to which the mail is to be delivered; the request must be submitted in

Czech language
(b) the scope of the required official permission) pursuant to section 13 of the Act,



(c)) date and signature of applicant.



(2) the application shall be attached



and the proof of course) higher education at least master's

study programme "Geodesy and cartography", "Geodesy and cadastre

real estate "," geomatika "or" military Geodesy and cartography "in the

the study of the subjects referred to in section 16. 1; evidence of completion

higher education zeměměřického the direction shall be assessed in accordance with the legal

Edit valid at a time when education was completed,



(b) a certificate of a five-year professional) practice of the applicant in the field, which asks

to grant official permission issued by officially authorised land survey

engineer, under whose leadership the applicant in due time deepened the

expertise for the performance of the relevant land measuring activities and gained

experience for the verification of the results of the survey activities



(c) the result of surveying activities separately) prepared by the applicant of the

an area of land measuring activities for which it is requesting the granting of official

permission requests to grant official permission in accordance with section 13 (3). 1

(a). and the a and b) of the Act), equipped with a formal declaration by the applicant that

the result of the surveying activities of the processed separately.



(3) if the applicant has pursued the profession referred to in paragraph 2 (a). (b))

under the guidance of several officially authorized survey

engineers shall submit confirmation of your professional practice from each of them.



(4) certificate of professional practice referred to in paragraph 2 (a). (b)) contains



and) name, surname, title, and number of items officially authorized

zeměměřického engineer, under which is kept in the Office,



(b)) name, surname, title, and address of the place of residence of the applicant,

If the applicant has permanent residence in the Czech Republic; If the applicant

the stranger, confirmation contains its name, surname, day, month, year and

place of birth, citizenship and address to which is to be delivered

Post Office,



(c)) (in months) of the period in which it was carried out as provided for

the length of professional experience,



(d) the results of the survey) the activities performed by the applicant in the

set the time for the practical training referred to in paragraph 2 (a). (b)), which

Verify the officially authorized zeměměřický engineer issuing to the applicant

confirmation,



e) date, signature and stamp of the officially authorized zeměměřického

the engineer.



(5) if the applicant had done the practice (or part thereof) in the management of land

real estate and its control or in the management and restoration of a file

geodetic information new mapping and its control, it shall submit

confirmation of surveying and Cadastre Authority containing information

referred to in paragraph 4 (b). (b)), and (c)).



(6) in the list of results of survey activities referred to in paragraph 4 (b).

(d)) shall indicate for each of the results of survey activities

the name, year, month, processing and serial number according to the records of the results of the

including cadastral territory, in which they were surveying activities

executed, and the number of items of registration officially authorized zeměměřického

engineer in a list maintained by the Office. An overview of the results of the survey

the activities must also contain an indication of where the documentation is stored.



(7) certificate of professional practice referred to in paragraph 4 may be replaced by

affidavit of the applicant in the event that the officially authorized

zeměměřickému engineer, who checked his results, official

permission disappear or withdrawn. Affidavit, the applicant must

to supplement the information referred to in paragraph 4 (b). and (d)).)



section 16 of the



(1) proof of completion of a university course of study in study programme

referred to in section 15, paragraph. 2 (a). and), and getting the appropriate academic

the title is a diploma and a report card on the State test in the field of "Geodesy and

Cartography "," land registry "," Geodesy and cadastre of real estate ",

"geomatika", "mine surveying", "Engineering Geodesy" or "military

Geodesy and cartography ".



(2) For professional practice under section 15(2). 2 (a). (b)) shall be deemed to exercise

geodetic activities



and) according to § 12 and 13, or



(b)) in the exercise of State administration of the real estate cadastre and its control, if

official permission is required to grant under section 13 (3). 1 (a). and)

or (b)) of the Act.



§ 17



Request of the demise of official permissions



(1) a written request for the demise of official permission shall be officially authorised

zeměměřický engineer of the Office.



(2) the request referred to in paragraph 1 shall contain the name, surname, title of the natural

the person who asks about the demise of official permissions, address of permanent

of stay, the number of items in a list maintained by the Office of enrollment and its

officially certified signature; calls to the demise of the official permission the alien, must

his request to be submitted in English and must be listed

the address to which the mail is to be delivered.



section 18



Form validation results of survey activities



(1) verify the technical accuracy of the results of the survey activities (hereinafter

"the verification of the results") in documentary form is characterised by the connection of the text

under section 16(1). 4 of the law in the lower right corner of the last party of any

part of that result from the survey activities. If these parts

consist of multiple sheets, must be firmly connected.



(2) the verification of the results in the paper shall be marked on all its

copies of which are forwarded to the customer and to use pursuant to section 4

paragraph. 2 of the Act.



(3) the verification of the results in a physical form in the case of activities which

the result is the digitization of the operátu cadastre shall be marked

only on the last page of each technical report and on the last page

official list of the parts of the paper.



(4) when the verification of the results in a physical form with signature, the date of verification

the result, and the number of records verified the results connects under the imprint

stamp officially authorized zeměměřického engineer.



(5) the verification of the results in electronic form shall be carried out by connecting the

a text file containing the text under section 16(1). 4 of the Act, the date and

the fingerprints of files that contain the audited results, created using

hash function, which connects the officially authorized zeměměřický engineer

the advanced electronic signature based on a qualified certificate,

that was issued by an accredited certification service provider, and

This qualified certificate. A qualified certificate that is used for

the purpose of the verification of the results must contain the name and surname of the official

authorized zeměměřického engineer, the item number under which it is guided by the

in the Office, and the range of official permission in accordance with section 13 (3). 1 of the Act.



(6) the format of the text file referred to in paragraph 5, is published on the

the website of the Office.



(7) the verification of the geometric plan of its copies and the advanced allocation

the plan governs the special legal regulation ^ 9).



(8) the dimension and pattern stamp officially authorized zeměměřického engineer

are set out in the annex (point 7).



Test



§ 18a



The content of the test



(1) the test is broken down into the part of General, special and defence by the applicant

the result of the survey activities separately processed, where the official

permission under section 13 (3). 1 (a). and (b)) of the Act).



(2) the general part of the test is the same as for official permissions granted by

section 13 (3). 1 (a). and (b))) and (c)) of the Act, and assumes a knowledge of the legal

editing



and the land registry and writes) the ownership and other rights in rem to

real estate,



b) surveying,



(c)) Government of surveying and cadastre.



(3) in the context of the general part of the exam, applicants must also demonstrate knowledge of

General rules of the civil law relating to property

and administrative law, in particular the building Act, the administrative management,

land consolidation, protection of agricultural land and forestry law.



(4) the specific part of the test for the granting of official permission in accordance with section 13 of the

paragraph. 1 (a). It assumes knowledge of the Act)



and registration of real estate (history) of the stable cadastre, land register

land tax, land cadastre, land register, the unified registration

land, real estate registration) and the issue of the allocation and scelovacího

management,



(b) the content and method of management) of the file and the file's descriptive information

geodetic cadastral information,



(c) the procedures for creating geometric) plans, surveys over the border and

the implementation of the demarcation of land borders, land consolidation, the conditions for

the registration of data on the basis of geometrical plans into real estate,



(d) the State of the map works great) standards, in particular the specifics

the various types of maps resulting from the time and manner of their creation,



e) marking prescribed procedures to ensure the quality of the results,



f) procedures for the calibration and comparison of apparatus and the relevant

documents about



g) procedures for the building of point fields, reference systems,

stabilization and marking methods for positioning,



h) regulations for the management and restoration of the land registry office.



(5) the special part of the test for the granting of official permission in accordance with section 13 of the

paragraph. 1 (a). (b) assumes a knowledge of the law)



and the range of activities) referred to in paragraph 4 (b). b) and d) to (g)),
(b)) information systems on the basis of small and medium scale maps,

the State of the map works,



(c)) of the laws of the land recovery issued by the Office.



(6) the specific part of the test for the granting of official permission in accordance with section 13 of the

paragraph. 1 (a). (c) assumes knowledge of the Act)



and) valid Czech technical standards (CSN) for geodetic works in

the construction,



(b)) the activities listed in paragraph 4 (b). e) to (g)),



(c) the procedures for setting spatial) positioning and control measurement



(d)) at the position and orientation of the building elevation or

technological equipment, materials for the project, the documentation of the actual

the implementation of construction projects.



(7) the applicant in defending individual work justifies the practices that

used in its construction. Knowledge of the issues from the

survey of activities, for which he requests the granting of official permissions,

the applicant proves that the work handled separately.



section 18b



How to perform the test



(1) the authority shall notify the date of the test to applicants in writing at least 14 days

in advance. At the same time by sending invitations to the test, the authority may request that

no later than at the oral examination the applicant one of the results

survey of activities referred to in the list under section 15(2). 4 (b). (d)).



(2) the test is the oral and its progress and its publication are public.



(3) before starting the test is verified the identity of the applicant.



(4) on the progress of the test and its result takes professional examination Board

Protocol.



(5) the test result shall be assessed by the degree of "passed" or "failed". About

the result of the test, the applicant is notified immediately after its execution.



(6) if the applicant for the test failed, it is communicated to the term in which

the exam may be repeated.



(7) an applicant who is of a serious reason was unable to appear for the test and

his absence has duly apologised, the Office shall determine the term test.



(8) during the test, proceed according to the test procedure, issued by the Office.

The test procedure is available for viewing at all institutions of surveying and cadastre.



section 18 c



For the contents and the method of differential tests shall apply mutatis mutandis to the provisions of § 18a, and

18B.



THE FIFTH SECTION



TRANSITIONAL AND FINAL PROVISIONS



§ 19



cancelled



section 20



The granting of official permissions based on the permission issued in accordance with

earlier legislation



A written request for the granting of official permission ^ 62) has set out

in section 15, paragraph. 1. The application shall be accompanied by a copy of the earlier permission and

the document referred to in section 15, paragraph. 2 (a). and (b))).



section 21



Are deleted;



1. directive of the Czech Office of geodetic and cartographic no 1569/1971-2

for creating base maps 1:25 000, CSSR (reg. in amount 11/1971 Sb.)



2. the return of the Czech Office of geodetic and cartographic no j.

4898/1975-22 to build a local coordinate system with-Prague and

the territorial delimitation (reg. in the amount of 24/1975 Coll.)



3. directive of the Czech geodetic and cartographic authority no.

6510/1975-22 for the targeting of immovable cultural monuments (reg.

the amount of the 27/1975 Coll.)



4. directive of the Czech Office of geodetic and cartographic no 300/1984-21

a special purpose large scale maps (in the amount of 14/1984 Coll.).



section 22



This Decree shall take effect on the date of publication.



Chairman:



Ing. Sima CSc in r.



Annex



1.



Point fields and their distribution



1.1 Files points create a field point, which are classified according to the purpose of the

position, height and gravity point of the field. The point of the point field can

be at the same time point to another point of the field.



1.2 Position point field contains the



and the basic point of the field position) that make up the



AA) network of reference points of the zeroth order,



AB) points Astronomicko-geodetic network (mandatory abbreviation "AGS"),



AC) points of the Czech State trigonometric network (mandatory abbreviation "ČSTS"),



ad network, geodynamické points)



(b)) zhušťovací points



(c)) detailed locator point field.



1.3 Height point field contains the



and the basic point the height field) that make up the



AA) base levelling points



AB) points of the Czech national levelling network i. to III. procedure (binding shorthand

ČSNS)



(b) the height of the point) the detailed field that make up the



BA) levelling network IV. the order,



BB) surface leveling network



BC) stabilized points of technical adjustment.



1.4 the Gravity point field contains the



and gravity field) the basic point, that make up the



AA) absolute gravity points,



AB) gravimetric network of the zero points of Czech and i. II. the order,



AC) main points of the gravimetric base,



(b)) detailed gravity point field that make up the



BA) points of gravimetric mapping,



BB) points of functional networks.



1.5 the individual points are marked with a number, where appropriate, the name and

jurisdiction of the registration drive.



1.6 points are permanently stabilized laid down markers.



1.7 U points are established as appropriate protective equipment (rings, rods,

warning plates).



1.1 the protected territory of the points referred to in § 9 (2). 2 of the Act are marked

warning signs with the inscription "the PROTECTED TERRITORY of the GEODETIC POINT".



2.



The technical points of the base requirements for the position of the point field



2.1 position of the point of the basic position of the point field (hereinafter referred to as

"trigonometric point") is chosen so that



and has not been compromised)



(b)), its signal was simple,



(c)) usable for connection points was performed point field.



2.2 the trigonometric point is stabilized by one of the following tags

ways to



and surface and groundwater), two markers (fig. 1). Surface mark

Prism is a stone (usually granite) with opracovanou head and a

with a cross in the direction of the diagonals on the upper surface of the head of Prism. Top

the underground is an underground stone plate and the bottom is glass

or the stone plate, which are crosses as surface brand. Wednesday

crosses of all brands, which relate the coordinates must be

located in the vertical with a margin of 3 mm,



(b) in accordance with the letters of the mark) and the surface) and the underground brand, which is

stone slab with a cross as the surface of the brand, zabetonovanou, in

the rock,



(c) the surface according to the letters of the mark) and drawbar) or benchmark brand with

with a cross, or hole, which are zabetonovány in the rock (the rock

stabilization). In both cases, is the brand of the trigonometric point

ensure the four zabetonovanými nivelačními markers (fig. 2 or 3)

a cross or two locking points



(d) a metal pin with a cross) osazeným to the flat roof of the building (roof

stabilization, fig. 4), and this brand is secured by two

securing points located outside the building,



e) two recessed into the console marks the vertical surfaces of the buildings

(lateral stabilization, fig. 5). Point coordinates are relative to the top of the

its an isosceles triangle (the length of the shoulder is 1.390 m)

Base define a console brand. The altitude is relative to the

the upper surface of the left of the console when looking from the top of the triangle.

Trigonometric point is ensured by two locking points.



2.3 trigonometric point with permanent signalling (head of the Tower of the Church

etc.) is always secured by two locking points. Between these points and

trigonometric point must be mutual visibility.



2.4 the first locking point stabilizes as trigonometric point three

marks referred to in paragraph 2.2 (a). and the second locking point.),

stabilizes the upper surface and underground mark referred to in paragraph 2.2.

(a). and surface), and the brand has dimension 160 x 160 x 750 mm.

built-up areas with locking points are conditioned usually

Console marks referred to in paragraph 2.2 (a). (e) Any other.)

the trigonometric point locking point is stabilized as the second

the locking point. The distance of the point from retaining the trigonometric

the point is less than 500 m.



2.5 from the trigonometric point must be of the height of a field device

ensure orientation (direction of the visible) on the other trigonometric point or

zhušťovací point or permanent and clearly identifiable point

(direction) or established by landmark.



2.6 reference point shall be established at a distance of 80 to 300 m from the

the trigonometric point. Conditioned as the second locking point or

levelling the mark referred to in paragraph 1(b). 2.2 (a). (c)).



2.7 Protection and signalling devices, trigonometric and

landmark are established as needed, and it is composed of one or more

of these devices



Red/white or black and white) and the protective bar (dimensions see fig.

6) or rods typically placed 0.75 m from the center point,



(b)) the notice with the inscription "STATE TRIANGULATION. THE DAMAGE

PUNISHES ",



(c)) or concrete column, skruž



d) protective (search),



e) tříboká pyramid.



On the trigonometrickém section can be set up signalling equipment

(increased measuring position, the signal Tower or měřická).



2.8 Accuracy of coordinates and elevations of trigonometric points



The basic Central coordinate error (relative accuracy between neighbouring

the trigonometry points) is determined by the value of the limit deviation 0.015 m.

shall not exceed 2.5 multiple of this value. Medium error

trigonometrickém determine the altitude is determined by the value of 0.1 m.



1.8 particulars of the trigonometric points data
and) number and name of the trigonometric point,



(b)) location data on territorial units (a County, municipality, the land

the territory), the indication of the State of the map sheet 1:5 000-derived, mark

Basic maps of CZECH REPUBLIC 1:50, 000, the indication of the triangulation number of parcel

or the number of the building in which the point is located,



(c) the trigonometric point coordinates), its altitude, indicating the

the place to which it applies and information on orientation,



(d)) with an outline of the search rates and description, an



e) data on the stabilization, protection and signalling the trigonometric point,



(f) particulars of the owner of the land) or construction, on which is the trigonometric

the point is located,



(g) establishment of the trigonometric) data on the point.



If the trigonometrickému is set up to the point of locking or landmark

their data are listed in the data of the trigonometric point.



2.10 the Trigonometric points are numbered in the records unit

which triangulation leaves with dimension displayed territory 10 x 10

km, resulting from the distribution of the basic triangulačních sheets 50 x 50 km (fig.

7. Position trig points) is displayed in the documentation of the maps.



3.



Technical requirements for zhušťovací points



3.1 the position of the zhušťovacího point is chosen so that it is not threatened by

stabilization of the brand of this point and point was usable for

surveying activities.



3.2 Zhušťovací point to stabilize one of the following ways



and once the surface and underground). The surface is stone

Prism (usually granite) of a total duration of at least 700 mm with opracovanou

head dimensions: 160 mm x 160 mm x 100 mm, with a cross in the

the direction of the diagonals on the upper surface of the head of the Prism. The underground brand is

stone slab measuring at least 200 mm x 200 mm x 70 mm with a similar

a cross as on the surface. The underground tag is located under the

surface mark of at least 200 mm. Wednesday, crosses

which relate the coordinates must be located in the vertical with the limit

± 5 mm,



(b)) surface mark under (a)) or leveling the brand with

with a cross, or hole, which are zabetonovány in the rock or

concrete mass



(c) a metal pin with a cross) osazeným to the flat roof of the building (roof

stabilization),



(d)), the two brands into the console and set the vertical surfaces of the buildings

(lateral stabilization). Point coordinates are relative to the top of its

an isosceles triangle, its base define a console brand

(mutual distance of approximately 140 cm) and a length of arms is 1390 mm,



(e)) by using the intact stabilization American stone, where the center point

It is the intersection of the diagonals of the upper surface of the head stone or center of the canopy

hřebové brand, or



(f)) using permanently signalizovaného point (head of the Tower of the Church, etc.).



3.3 Zhušťovací point without underground brand is always secured

point at a distance of up to 500 m, located so that it was

the point can be zhušťovací clearly identify the backward. Locking

the point is the stabilized surface mark referred to in section 3.2(c). and) or

the mark referred to in section 3.2(c). (b)), d) and (e)).



3.4 to fix Permanently zhušťovací point referred to in section 3.2(c). (f)) is always

ensure the two locking points at the maximum distance of 500 m,

conditioned in accordance with section 3.2 (b). and) or (d)). The locking points form

the zhušťovacím point (Center), if possible, an equilateral triangle is

mutual visibility peaks. The height of the angles of the two locking points

at the Center are less than 45. The orientation of the base (both connector

fastening points) is determined by the global positioning system (GPS),

geodeticky (orientation on two trigonometry or zhušťovací points) or

astronomically (measurement of the Sun or Polar).



3.5 Zhušťovací point must have from the height of a field device orientation

(visible direction) on the trigonometric zhušťovací or locking point

or on permanent identifiable unambiguously point (direction), or

to set up the associated reference point at a distance of 80-300 m,

stabilized surface mark referred to in section 3.2(c). and) or marks

According to section 3.2 (b). (b)), d) and (e)).



3.6 to protect zhušťovacích, hedge and landmarks,

use the device referred to in point 2.7. The alert table is the inscription

"A GEODESIC POINT-DAMAGE IS PUNISHABLE.".



2.3 Accuracy of the coordinates and elevations zhušťovacích points

the Middle coordinate error (relative accuracy relative to the nearest

trigonometric and zhušťovacím points) is a fixed value of 0.02 m.

Limit deviation shall not exceed 2 times this value. Medium error

determine the altitude is determined by the value of 0.1 m.



3.8 information on zhušťovacích points



The data contain



and the number and name of item),



(b)) location data on territorial units and the land territory,

Mark sheet of State maps of 1:5 000-derived, the indication of the base maps

CZECH REPUBLIC 1:50, 000, the indication of the triangulation number parcel number or

descriptive of the construction, in which the point is located,



(c) zhušťovacího, point) coordinates its altitude, indicating the

registration data on space and orientation,



(d)) with an outline of the search rates and description, an



(e)) the stabilisation and protection of the data point



(f) the establishment of a data point).



If the zhušťovacímu is set up to the point of locking or landmark, are

the information listed in the data in the zhušťovacího section. The summary is

included in the form of the Czech Office of zeměměřického and the land.



3.9 Zhušťovací points are numbered in the records unit, which

are the leaves of the triangulation (section 2.10, and Fig. 7).



4.



The technical requirements of the points elevation point field



4.1 Point elevation point field (hereinafter referred to as the "benchmark") is

stabilized by one of the following ways



and mark rock) is a smooth face or horizontal face with

polokulovým vrchlíkem in the Middle,



(b)) hřebovou (fig. 2), which is fitted above the horizontal surface

rocks, boulders, the selected works or to the top surfaces of the American

Stone,



(c)) hřebovou (fig. 3), which is equipped with the top horizontal surfaces

or the side of the vertical surfaces of rocks and selected buildings



(d)) hřebovou (fig. 8b) for deep stabilization (fig. 8a) or

8 c)),



(e)) hřebovou (fig. 9b) to the rod (fig. 9a) or

9 c),



f) swivel (fig. 10a) with the designation "State navigation" for

levelling points of the basic height point field or no label for

levelling the points detailed height field, which fitted into the walls

the selected buildings, from the American to the contour of the stone (fig. 10b) or

the vertical surfaces of rocks.



4.2 points to protect nivelačních from destruction or damage is

use the device referred to in point 2.7 (a). and (c))) or protective

pit. Protective bar is red/white and the notice has the inscription

"THE NATIONAL LEVELLING. DAMAGE IS PUNISHABLE ".



4.3 Levelling network is built so that the distance nivelačních points

nivelačních shows in the undeveloped territory has been less than 1.0 km and in the

built-up area was in diameter 0.3 km.



4.4. The accuracy of the heights of nivelačních points is determined by the mean mL errors

American cant between nivelačními points, which

does not exceed the value of the

- -

ml = m. square root (in mm),



where m is the basic Middle American excess and error, 1 L

distance in kilometers nivelačních points.



Limit the size of the basic Middle American half errors

-

cant m is set value (in mm)



and) 0.40 + 0.71/square root of nR for the order, I.



(b)) + 0.45 0.80/square root of nR for II. of procedure,



c) 0.60 + 1.06/square root of nR for III. of procedure,



d) 1.00 + sqrt for 1.77/nR IV. of procedure and surface leveling network



where nR is the number of partitions in the nivelačních cant.



4.5 data contain



and ČSNS) at the points



AA) designation of the American show,



AB) number of the American point, the length of the section, and the distance from the beginning of the show

in kilometres to three decimal places,



AC) the number preceding the American point in the show, nodal or

the connection point



ad) location data on territorial units (a County, municipality, the land

the territory), the indication of the State of the map sheet 1:5 000-derived, mark

Basic maps of the CZECH REPUBLIC, 1:50 000,



AE) an outline with lookup rates and description, an



AF) kind of brand, degree of stability, the kind of stabilization, a kind of American

point, the year determining the altitude, status, and the age of the object with the leveling

mark,



AG) data on the establishment of the American section,



(b)) at the nivelačních points of the detailed height the selected data

According to letters and).



4.6 the altitudes are given in data in meters to 3 decimal

space for the shows I-IV. regulations and area levelling network and 2 decimal

space for other nivelačních points.



4.7 Levelling points are referred to in the records, which are

levelling levelling network show or surface. Levelling networks, shows and

points are displayed in the documentation and maps in your reports.



4.8 the identity and stability of the mount nivelačních points validates

control measurement. The deviation between the given and the newly measured camber
must not exceed a value that indicate the expressions listed in table

levelling network of order | for the section in mm

------------------+---------------------------

I. | 2.0 + 1.50. square root of R

II. | 2.0 + 2.25. square root of R

III. | 2.0 + 3.00. square root of R

IV. | 2.0 + 5.00. square root of R



where R is the length of the section in kilometres.



4.9 accuracy of stabilized points technical adjustment is determined

deviation in sealing a two-way leveling, that does not exceed the value of 20

mm. square root of r, where r is the length measured in kilometres agenda.



5.



Technical requirements for points of gravity point field



5.1 Basic Points of gravity point field are located on the quiet

places distant from the communications, industrial vibration, waterways and

reservoirs and sources of electromagnetic fields. Absolute gravity points

setting up a rule in the basements of public buildings with concrete floors and with

1 to 2 of the hyperborean regions elected outside the building. Absolute gravity points are

stabilized bronze centerpiece. The other points of the basic gravity

point field are stabilized with a concrete pillar of the finished concrete

or granite slab at ground level (fig. 11). In the middle of the plate is

equipped with the hřebová benchmark. The main points of a gravimetric basis and

gravity points to monitor changes in the gravitational field of the Earth neslapových are

conditioned in accordance with fig. 4. 12. detailed Points of gravity point field

they are usually chosen to be permanently marked with the points position and

the elevation of the point of the field.



5.2 for the protection of the basic points of gravity point field from destruction or

damage used equipment referred to in point 2.7 (a). and Protection).

the rod is red/white and warning table has the inscription "TÍHOVÝ POINT. DAMAGE to the

IS PUNISHABLE ".



5.3 the density of points the gravitational field is the basic point of at least 4 points on the

1 000 km2.



5.4 the Central error of gravity acceleration to the basic points of gravity point

the field due to the absolute value of tíhovým points shall not exceed 0.2

µm-2.



5.5 data contain



and the basic gravity) at the points scatter field



AA) number and the name of gravity point,



AB) location data on territorial units (district municipality), mark

the State of the map sheet works,



AC) geographical coordinates, altitude and the value of gravity

acceleration,



ad) an outline of the search rates, an indication of the description and

the high connection,



AE) kind of tags and stabilisation,



AF) data on the establishment of a gravitational point.



(b)) for the detailed points of gravity field data referred to in point (a))

with the value of the topographic correction and full Bouguerovy

the anomaly.



Acceleration is indicated in units of µm. s-2 to two decimal places.



5.6 Position points the gravitational point field is displayed in the documentation

the maps.



6.



cancelled



7.



Dimension and pattern stamp to validate the results of the survey activities



7.1 Stamp officially authorized zeměměřického the engineer has a diameter of 36

mm. Line stamp of authentication requirements and the accuracy of the results

survey of activities has the dimension of a 55 mm x 12 mm and stamp with

It shall apply in the case of, if not the text part of the form to the Office.



7.2 the pattern stamp



+------------------------------------+

| The necessities and the nearest matches |

| the legislation |

+------------------------------------+



8.



List of geographic objects and their attributes in the database

(database structure)



1. regional, economic, and cultural objects,



2. Communication,



3. Grid and pipelines,



4. Hydrology,



5. the territorial unit, including protected areas,



6. Vegetation and surface



7. Off Road relief,



8. Geodetic points.

1. regional, economic, and CULTURAL OBJECTS



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

1.01 AL020 Intravilán center point INTRAV NAMOB 20 (NUL) name (NUL)

desktop and/or means that the

the boundaries of the area value

attribute

may be

empty

-----------------------------------------------------------------------------------------------------------------------------------

1.02 AL015 Building a perimeter line of BUDO NAMBU 20 (ZEROS), the name of the building

individual or point of

the block of buildings

3 BFC (NUL) building closer

unspecified

015 school

006 hospital

042 monastery

019 holding

010-the Observatory

030 hangar, warehouse

095 (small power plant

water)

096 pumped

station

097 substation,

substation

009 cultural object

other

098 accommodation and

hospitality

device

050 Church

039 Chapel

001 industrial company

014 lodge

058 weather

station

061 administrative and judicial

building

035 Post Office

054 pumping station

fuel

200 water tank natural

301 school + postage

Office + administrative and

Court building

302 school + postage

the Office of the

303 Post Office +

Administrative and judicial

building

304 School + Board

and judicial building

-----------------------------------------------------------------------------------------------------------------------------------

1.03 AL018 Tower superstructure point SET 3 BFC (ZEROS) a tower closer to

on the building, unspecified

the Tower construction

the other Tower superstructure 090

on the building

091 lookout

092 transmitter

-----------------------------------------------------------------------------------------------------------------------------------

1.04 AA010 the mouth of the shaft, the point of SACHTA NAMSA 20 (NUL) name of the shaft,

Gallery gallery

EX 3 (NUL) shaft, ADIT

in the operation of the

027 shaft, ADIT

out of service

10 (NUL) kind of mined

material

-----------------------------------------------------------------------------------------------------------------------------------

1.05 AA040 point headframe TEVEZ EXS 3 (NUL) oil rig

in the operation of the

027 oil rig outside the

the operation of the

10 (NUL) kind of mined

material

-----------------------------------------------------------------------------------------------------------------------------------

1.06 AA011 extraction, the center point of the SURFACE of the NAMPT 20 (NUL) name

the quarry, pit area and/or

the boundary of the area

10 (NUL) kind of mined

material

-----------------------------------------------------------------------------------------------------------------------------------

1.07 AC030 Settling tank, center point of the USNA TXT 1 N settling tank

the tailings impoundment area and/or

the boundary of the area

The tailings impoundment.

-----------------------------------------------------------------------------------------------------------------------------------

1.08 AM040 Heap, dump the center point of the HALO

desktop and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

1.09 AL019 Shed, greenhouse, the circumferential line KULNA TXT 1 to shed

fóliovník

With a greenhouse, fóliovník

-----------------------------------------------------------------------------------------------------------------------------------

1.10 AF010 Factory chimney point TOVKO

-----------------------------------------------------------------------------------------------------------------------------------

1.11 AF020 Conveyor belt angle line DOPAS

-----------------------------------------------------------------------------------------------------------------------------------

1.12 AF030 Cooling Tower circuit line CHLVEZ

-----------------------------------------------------------------------------------------------------------------------------------

1.13 AM070 Cylindrical tank, the circumferential line VALNAD

stack or point

-----------------------------------------------------------------------------------------------------------------------------------

1.14 the Silo SILO AM020 circumferential lines

or point

-----------------------------------------------------------------------------------------------------------------------------------
1.15 AM080 water tank Tower point VOVEZ

-----------------------------------------------------------------------------------------------------------------------------------

1.16 AB000 Dump the center point of the WAREHOUSE of EX 3 (NUL) landfill in operation

desktop and/or

the boundary of the area

027 dump outside

the operation of the

TXT 1 on landfill of waste

M landfill material

-----------------------------------------------------------------------------------------------------------------------------------

1.17 AJ050 windmill point VEMLYN

-----------------------------------------------------------------------------------------------------------------------------------

1.18 AJ051 Windmill motor point VEMOT

-----------------------------------------------------------------------------------------------------------------------------------

1.19 AL200 had peripheral line ROZVA NAMZR 20 (NUL) name of the ruins,

the ruins of ruins

-----------------------------------------------------------------------------------------------------------------------------------

1.20 AL130 Mound, Memorial, the circumferential line MOPON

the gravestone or the point

-----------------------------------------------------------------------------------------------------------------------------------

1.21 AL090 Cross, pillar point KRISLO

cultural

the importance of the

-----------------------------------------------------------------------------------------------------------------------------------

1.22 the wall AH010, val, the broken line HRAVAL

bastion fortifications

-----------------------------------------------------------------------------------------------------------------------------------

1.23 AL260 Wall angle line WALL

-----------------------------------------------------------------------------------------------------------------------------------

1.24 AL030 Cemetery center point HRBI

desktop and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

1.25 AK150 bridge broken LYMUS Ski line

-----------------------------------------------------------------------------------------------------------------------------------

1.26 AA000 Border angle line DOBP 7 wxyyyz code NAMKO total 1

the total area of

space

-----------------------------------------------------------------------------------------------------------------------------------

1.27 AL000 Complex special-purpose center point Y NAMAR 20 (ZEROS), the name of the area

development of the area and/or

the boundary of the area

TXT 2 PP industrial company

WSP holding

An archaeological

site

ZO zoo, safari

HR course

ST Stadium

In horse racing

Racecourse

KO swimming pool

CA camping

The campground

SN open-air museum

LK cinema or

Theatre

VS exhibition

SR shooting range

WS railway station

CH cabin colonies

GA group garages

RZ recreational development

HZ lock area or

Castle

KL monastery

KS Church

To other cultural

object

NO hospital

LZ other therapeutic

device

SO the school

CV wastewater

waters

UP water treatment plant

VD tank natural

SK Group greenhouses

SL warehouse, hangar

HA House

CS gas station

drive. materials

PR port

AB bus station

YOU transmitter

MS weather

station

OB Observatory

NM square

-----------------------------------------------------------------------------------------------------------------------------------

1.28 EX010 Complementary line of the angle a line DOPLI

-----------------------------------------------------------------------------------------------------------------------------------

1.29 EX011 circuit of the courtyard perimeter line INTERIOR

-----------------------------------------------------------------------------------------------------------------------------------

1.30 EX001 Frame perimeter line of RAM frame map worksheet

-----------------------------------------------------------------------------------------------------------------------------------



2. COMMUNICATION



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

2.01 AP001 Road, highway broken line-SILDA NAMS 6 Dx Dxx designation Highway

the axis of the road

Rx (s), the marking

Rxx (s) speed

communication

x (s), the marking of the road

XX (s) (1). class 2

XXX (y) the designation of the road

2. class

XXXX (s), the marking of the road

XXXXX (y) 3. class

(NUL) neevidovaná road

EX 3 (NUL) road, highway

in the operation of the

005 road, highway

under construction

-----------------------------------------------------------------------------------------------------------------------------------

2.02 AP002 rectilinear Street line-ULI NAMUL 20 (NUL) street name

the axis of the street

EX 3 (NUL) streets passable

025 Street impassable

-----------------------------------------------------------------------------------------------------------------------------------

2.03 AP010 Drive line angle-Ang EX 3 (NUL) maintained

axis travel

025 unmaintained path

099 path expressed

dvoučaře

-----------------------------------------------------------------------------------------------------------------------------------

2.04 AP003 Path angled line-DOG

the axis of the trail

-----------------------------------------------------------------------------------------------------------------------------------

2.05 AP020 Intersection point CRIME NAMUB 10 see the object code of the nodal point

cloverleaf 2.07

NAME 4 xxxx designation exit 3

from the motorway (EXIT)

NAMS 1 6 see the object designation Highway 1

2.01

NAMS 2 6 see object marking the road 2

2.01

NAMS 3 6 (ZEROS), indication of the road 3

see object

2.01

NAMS 4 6 (ZEROS), indication of the road 4

see object

2.01

NAMS 5 6 (ZEROS), indication of the road 5

see object

2.01

-----------------------------------------------------------------------------------------------------------------------------------

2.06 AQ062 Junction point KRIUR NAMUB 10 see the object code of the nodal point

level 2.07

NAMS 1 6 see the object designation Highway 1

2.01

NAMS 2 6 see object marking the road 2

2.01

NAMS 3 6 (ZEROS), indication of the road 3

see object

2.01

NAMS 4 6 (ZEROS), indication of the road 4

see object

2.01

NAMS 5 6 (ZEROS), indication of the road 5

see object

2.01

-----------------------------------------------------------------------------------------------------------------------------------

2.07 AP004 node point UBOD NAMUB 10 xxxxAy code of the nodal point

the road network up to 4

xxxxAyy

y

xxxxBy

up to

xxxxByyy

NAMS 6 see road marking object

2.01

-----------------------------------------------------------------------------------------------------------------------------------

2.08 AQ040 Bridge broken line BRIDGE NAMS 6 see object marking the road,

or point 2.01 highway that

(NUL) takes place after the bridge

NAMO 4 x up to the number of the building

XXX (y) object 5

(ZEROS) on the road,

Highway

NAMZ 6 see object marking the track

2.17 and definition

(ZERO) leg of the railroad

-----------------------------------------------------------------------------------------------------------------------------------

2.09 AQ043 Bridge broken line LAV

or point

-----------------------------------------------------------------------------------------------------------------------------------
2.10 AQ041 Underpass angle line under NAMS 6 see object marking the road,

or 2.01 point Highway

NAMO 1 4 see the object number of the building

2.08 object

on the road,

Highway

-----------------------------------------------------------------------------------------------------------------------------------

2.11 AQ042 Rail point ZEPR NAMS 6 (ZEROS), indication of the road

crossing see object

2.01

NAMO 4 (ZERO) number of the building

see object object

2.08

NAMZ 6 (ZEROS), indication of track

see object and definition

2.17. the section of the railroad

EXS 3 048 secure

railway

crossing

049 unsecured

railway

crossing

-----------------------------------------------------------------------------------------------------------------------------------

2.12 the AQ065 Culvert angle line PROP

or point

-----------------------------------------------------------------------------------------------------------------------------------

2.13 AQ080 Ferry angle line PRIV NAMS 6 (ZEROS), indication of the road

see object

2.01

NAMO 4 (ZERO) number of the building

see object object

2.08

NAMV 20 (NUL) name of water course

or the water tank

-----------------------------------------------------------------------------------------------------------------------------------

2.14 AQ130 Tunnel angle line TONNES NAMS 6 (ZEROS), indication of the road,

see object Highway

2.01

NAMO 4 (ZERO) number of the building

see object object in the

2.08 road, highway

NAMZ 6 (ZEROS), indication of track

see object and definition

2.17. the section of the railroad

------------------------------------------------------------------------------- ----------------------------------------------------

2.15 AQ135 Parking, the center point of the PARKO

the exact area and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

2.16 FA002 border crossing point HPR NAMHP 20 (ZEROS), the name of the port

transition

TXT 1 the road border

transition

From the railway

the border crossing

P walking the perimeter

transition

In the water border

transition

NAMS 6 (ZEROS), indication of the road,

see object Highway

2.01

NAMZ 6 (ZEROS), indication of track

see the object definition

2.17. the section of the railroad

NAMVT 20 (NUL) name of water course

-----------------------------------------------------------------------------------------------------------------------------------

2.17 AN010 railway line bent-ZEUZ NAMZ 6 (ZEROS), indication of track

the axis of the track xxxxyy definition

section 6 of the railway

RRC 3 (NUL) track gauge

normal

004 track gauge

narrow-track

RRA 3 001 electrified track

(NUL) neelektrizovaná

track

EX 3 (NUL) operated by track

005 track in construction

059 not track

USR 3 005 State railway

006 private railways

(NUL) none

LTN 2 xx number of track 7

-----------------------------------------------------------------------------------------------------------------------------------

2.18 AN050 a railway spur track broken line-VLE NAMZ 6 (ZEROS), indication of track

the axis of the siding xxxxyy definition

the section of siding 6

RRC 3 (NUL) track gauge

normal

004 track gauge

narrow-track

RRA 3 001 electrified

siding

(NUL) neelektrizovaná

siding

LTN 2 xx number of track 7

-----------------------------------------------------------------------------------------------------------------------------------

2.19 AN060 Tracks the center point of the WHEELS

desktop and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

2.20 M NAMZA AQ126 Rail point 20 (ZEROS), the name of the stop

stop

-----------------------------------------------------------------------------------------------------------------------------------

2.21 cancelled

-----------------------------------------------------------------------------------------------------------------------------------

2.22 AQ010 funicular, the angular line-ROPE hammocks rope in TXT 1

ski lift axis tracks track

L ski lift

P cable

coaster

-----------------------------------------------------------------------------------------------------------------------------------

2.23 AQ020 Mast climbing point STOLAD

tracks

-----------------------------------------------------------------------------------------------------------------------------------

2.24 AN011 Tram track angle line-PODRA

the axis of the track

-----------------------------------------------------------------------------------------------------------------------------------

2.25 GB005 Airport center point YEARS NAML 20 (NUL) name of the airport

desktop and/or

the boundary of the area

NAMLK 4 airport code

TXT 1 C civil airport

In the military airport

With mixed airport

-----------------------------------------------------------------------------------------------------------------------------------

2.26 GB055 the perimeter of the airport perimeter line OBLEDR

tracks

-----------------------------------------------------------------------------------------------------------------------------------

2.27 GB054 Airport line-bent Axis VANESSA L NAMLK 4 airport code

the runway axis toolpaths

NAMLD code 4 runway

4 long val1 [m]

3 the width of the runway val2 [m]

-----------------------------------------------------------------------------------------------------------------------------------

2.28 AN012 Metro angle line-LOC 1 P underground METRO stretch

axis line subway

N the above-ground section of the

Metro

------------------------------------------------------------------------------- ----------------------------------------------------



3. GRID and PIPELINES



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

3.01 AD010 Power Center point ELEK NAMEL 20 (ZEROS), the name of the plant

desktop and/or

the boundary of the area

PPC 3 007 thermal power plant

001 hydroelectric power plant

005 wind power plant

-----------------------------------------------------------------------------------------------------------------------------------

3.02 AD030 Substation, the center point of the T NAMRT 20 (ZEROS), indication of substations,

substation area and/or transformer substation

the boundary of the area

Val1 3 voltage [kV]

Val2 3 (ZERO) voltage [kV]

Val3 3 (ZERO) voltage [kV]

VAL4 3 (ZERO) voltage [kV]

-----------------------------------------------------------------------------------------------------------------------------------

3.03 AT030 electrical conduction angle line ELVED NAMEN 20 (ZEROS), indication of leadership

VAL 3 highest voltage

[kV]

-----------------------------------------------------------------------------------------------------------------------------------

3.04 AT040 Mast point STOVED

electric

leadership
-----------------------------------------------------------------------------------------------------------------------------------

3.05 AQ113 Remote broken line PROPO NAMPRO 20 (NUL) designation

produktovod, Ethylbenzene,

Remote duct

10 (NUL) kind of

the transported

material

-----------------------------------------------------------------------------------------------------------------------------------

3.06 AQ116 pumped storage center point PRESTA NAMPS 20 (NUL) designation

the station area and/or transfer

the boundaries of the area of Ethylbenzene station

-----------------------------------------------------------------------------------------------------------------------------------



4. DONATE



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

4.01 BH170 point Source TERMS NAMVPR 9 (ZEROS), indication of source

groundwater xxxxxyyy or borehole 8

y

TXT 2 PS spring

ZK spring spa,

Fountain

VR well-borehole

-----------------------------------------------------------------------------------------------------------------------------------

4.02 BH140 water angled line-VOTOK 20 NAMVT (ZEROS) name of water course

the axis of flow

NAMVTK 12 (ZEROS), indication of the section

xxxxxxxy water flow 9

yyyy

NAMRO 10 see object code basin

4.03 4. the order, where the

the flow is

HYC 3 006 intermittent

(NUL) standing

LOC 3 004 underground

(NUL) surface

-----------------------------------------------------------------------------------------------------------------------------------

4.03 BH142 Service broken line DEVELOPMENT NAMRO1 10 xxxxxxxx code 1. the adjacent 1

x 4 basin. order 0

NAMRO2 10 xxxxxxxx code 2. the adjacent

x 4 basin. the order of the

-----------------------------------------------------------------------------------------------------------------------------------

4.04 BB005 Marina point PRIST NAMPRI 20 (ZEROS), the name of the ferry

NAMVT 20 (NUL) name of water course

or the water tank

-----------------------------------------------------------------------------------------------------------------------------------

4.05 BH070 Brod angle line BROD NAMS 6 (ZEROS), indication of the road

see object

2.01

NAMO 4 (ZERO), the number of the building

see object object on the road

2.08

NAMVT 20 (NUL) name of water course

-----------------------------------------------------------------------------------------------------------------------------------

4.06 BH180 Waterfall angle line 20 a W NAMVO (ZEROS), the name of the waterfall

or point

NAMVT 20 (NUL) name of water course

-----------------------------------------------------------------------------------------------------------------------------------

4.07 BI020 dam, the broken line-PHJEZ 20 NAMPH (ZEROS), the name of the dam, a Weir

eat up the axis of the dam

or the Weir

NAMVT 20 (NUL) name of water course

TXT 1 P dam

J Weir

------------------------------------------------------------------------------- ----------------------------------------------------

1.53 BI030 lock broken line-ZDYMA 20 NAMPLK (ZEROS), indication of navigation

the axis of the Chamber the Chamber

NAMVT 20 (NUL) name of water course

-----------------------------------------------------------------------------------------------------------------------------------

4.09 BH010 Aqueduct, shybka angle line AQUA NAMAK 20 (NUL) name of aqueduct

or point

TXT 1 and aqueduct

With shybka

-----------------------------------------------------------------------------------------------------------------------------------

4.10 BH080 water area center point VOPL NAMVP 20 (NUL) name of water surface

desktop and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

4.11 BH000 Břehová line circuit line BREH

waters. the flow of

or water area

-----------------------------------------------------------------------------------------------------------------------------------

4.12 BH095 Swamp, swamp perimeter line BAMO

the swamp or

the swamp

-----------------------------------------------------------------------------------------------------------------------------------



5. the territorial UNIT, INCLUDING PROTECTED AREAS



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

5.01 FA000 Border administrative angle line GETTING NAMEN1 10 xxxxzzzz code 1. the adjacent

units and zz territorial units

the land according to the CZ-NUTS 11

the territory of the

NAMEN2 10 (NUL) code 2. the adjacent

territorial units

xxxxzzzz from CZ-NUTS

ZZ

NAMSU1 6 yyyyyy code 1. the adjacent

land registry

the territory according to the

Information

the cadastre system

real estate

NAMSU2 6 (NUL) code 2. the adjacent

YYYYYY cadastral

the territory according to the

Information

the cadastre system

real estate

-----------------------------------------------------------------------------------------------------------------------------------

EA000 the boundaries of the circumferential line 5.02 CHRUZ 20 NAMCH1 name 1.

the protected territory of the protected territory of 12

NAMCH2 20 (NUL) name 2.

a protected territory

NAMUV 20 (ZEROS), the name of the nearest

the outer

a protected territory

KODCH1 10 nnnnxxxx code 1. protected

the territory of the

KODCH2 10 (NUL) code 2. protected

the territory of the

KODUV 10 (NUL) code of the nearest

the outer

a protected territory

-----------------------------------------------------------------------------------------------------------------------------------



6. VEGETATION and SURFACE



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

the use of angular Borders 6.01 EX100 line-HUVR10

land border areas

-----------------------------------------------------------------------------------------------------------------------------------

6.02 EA010 arable land the center point of OROS

and the other on the desktop and/or

an unspecified border area

Desktop

-----------------------------------------------------------------------------------------------------------------------------------

6.03 EA055 Planted the center point of the HOPS

desktop and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

6.04 EA040 Orchard, the center point of the OVOS

garden areas and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------
6.05 EA050 VIN Vineyard center point

garden areas and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

6.06 EB010 Permanent grass center point LOPAS

the vegetation of the area and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

6.07 EC015 forest land the center point of the FOREST

the trees of the area and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

6.08 EB020 forest land the center point LEKRO

with scrubby areas and/or

vegetation boundary area

-----------------------------------------------------------------------------------------------------------------------------------

6.09 EB021 forest land the center point LEKOS

with the kosodřevinou of the area and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

6.10 EA060 Ornamental OZPA center point

Garden, park areas and/or

the boundary of the area

-----------------------------------------------------------------------------------------------------------------------------------

6.11 EC030 Lonely tree, point TXT 1 lonely DONKEY tree

Lone Grove

(L) the lone Grove

-----------------------------------------------------------------------------------------------------------------------------------

6.12 EC035 Liner vegetation fractional line LINVE TXT 1 with alley

Of the hedge

-----------------------------------------------------------------------------------------------------------------------------------

6.13 EC040 Forest Glade angled line-LEPRUS

axis 1. PR.

-----------------------------------------------------------------------------------------------------------------------------------

6.14 EB030 peat bog the circumferential line RASEL

or point

-----------------------------------------------------------------------------------------------------------------------------------



7. OFF RELIEF



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

7.01 DB000 Border angle line GEOMF NAMGF1 10 xxYxYxx code 1. the adjacent 1

geomorphological yxx geomorphological 3

drive unit

-----------------------------------------------------------------------------------------------------------------------------------

NAMGF2 10 xxYxYxx code 2. the adjacent

yxx geomorphological

Unit

-----------------------------------------------------------------------------------------------------------------------------------

7.02 CA010 Contour line broken LAYERS of VAL 6 height contour lines

Base [m]

TXT 1 (NUL)

P auxiliary contour

-----------------------------------------------------------------------------------------------------------------------------------

7.03 CA011 Contour line broken LAYERS of VAL 6 height contour lines

highlighted [m]

TXT 1 (NUL)

P auxiliary contour

-----------------------------------------------------------------------------------------------------------------------------------

7.04 CA012 rectilinear Contour line LAYERS VAL 6 height contour lines

additional [m]

TXT 1 (NUL)

-----------------------------------------------------------------------------------------------------------------------------------

7.05 CA030 Quoted point point point 6 KOTA VAL height [m]

to 1 decimal

place

-----------------------------------------------------------------------------------------------------------------------------------

7.06 DB160 rock formations of the circumferential line SKALA

Department

-----------------------------------------------------------------------------------------------------------------------------------

7.07 DB060 Gorge, pothole angle line MOUNDS

-----------------------------------------------------------------------------------------------------------------------------------

7.08 DB210 mudslide, LANDSLIDE debris circumferential lines

-----------------------------------------------------------------------------------------------------------------------------------

7.9 DB030 the entrance to the cave point JESK NAMJ 20 (ZEROS), the name of the cave

-----------------------------------------------------------------------------------------------------------------------------------

7.10 DB161 Lone rock point OSBAL

Rock, rock

-----------------------------------------------------------------------------------------------------------------------------------

7.11 DB162 Group of boulders angled line SKUBAL

-----------------------------------------------------------------------------------------------------------------------------------

7.12 the degree DB090, slope angle DEGREE line

-----------------------------------------------------------------------------------------------------------------------------------

7.13 DB080 Pata PATA off-road lomečná line

Department

-----------------------------------------------------------------------------------------------------------------------------------



8. GEODETIC POINTS



-----------------------------------------------------------------------------------------------------------------------------------

Serial code for the type of the geometric significance of the value of the Name attribute to the name of a number of explanatory notes

object number of the object determine the character of the attribute attribute of the object table

type in the catalog attributes

object objects

-----------------------------------------------------------------------------------------------------------------------------------

8.01 ZB060 Point position text POSITIONS NAMPOL 12 point designations

point field position

point field

VALZ 7 coordinates of [m]

to 2 decimal

space



EXS 7 21 point geocentrického

System (specified by the

GPS)

20 the other point

position

point field

TXT 2 22 trigonometric

point

23 zhušťovací point

24 point associated with the

-----------------------------------------------------------------------------------------------------------------------------------

8.02 Point ZB020 base. the text of the NIVE NAMNIV 14 marking point

the height of the basic

point field height

point field

VALZ 7 coordinates of [m]

to 2 decimal

space

EXS 2 31 especially significant

the point of the basic

height

point field

(basic

leveling point

and the basic point

geodynamické network

The CZECH REPUBLIC)

30 other point

of the basic

height

point field

-----------------------------------------------------------------------------------------------------------------------------------

8.03 ZC000 Point base. TIH NAMTIH text 7 indicate point

gravity of the basic

the point of gravity field

point field

VALZ 7 coordinates of [m]

to 2 decimal

space

EXS 2 41 especially significant

the point of the basic

gravity

point field

(the absolute

tíhový point, point

the zeroth-order network

and the main point

gravity base)

40 the other point

of the basic

gravity

point field

-----------------------------------------------------------------------------------------------------------------------------------



1: area code



w ... the figure expressing that it is about the mining area

(always 8 digits)

x ... book number, IE. the type of mineral (takes values 1 to 7)

yyyy ... write in a book, that is. a specific number of

space (a four-digit number)

from ... the number of the plot (usually 0, 1 or 2)



2: designation of the road (Highway)
x digit ...

(s) ... a small letter; the bracket is not part of the code, but

indicates that the only possible presence



3: EXIT



xxx. the marking kilometre highway, which is the EXIT located

x digit ...



4: the code of the nodal point



XXXX. the nomenclature of the relevant map sheet road

SM 50 maps (without the hyphen)

And, (B) ... node of type A or B

y to yyy ... a number indicating the order of the nodal point within the

relevant map SM 50



5: number of construction object on the road (Highway)

x to xxx (y)

x digit ...

(s) ... a small letter; the bracket is not included in the designation

the construction object, but expresses the possible presence



6: the designation of the track and the definition section of the railways or sidings



xxxxyy. the designation of the track and the definition section

XXXX. designation of the track section

yy ... marking the definition section

x digit ...

y ... the alphanumeric designation



7: number of tracks or railroad sidings



XX. the number of tracks



8: indicate the source or a borehole



xxxxxyyyy. indication of source or a borehole

XXXXX ... number will the territory



9: indicate the section of the water flow



Xxxxxxyyyyy.. the identifier for the section of the water flow

XXXXXXX. the number of the main flow (in the basin of the order there are 4.

one of the main flow)

yyyyy ... the number section of the flow in the basin of the main flow



10: the water catchment area code 4. the order of the



xxxxxxxxx. the code of catchment area 4. the order (number of hydrological sequence)



11: code administrative territory according to the international classification CZ-NUTS =

xxxxzzzzzz



x ... the territory of the CZECH REPUBLIC. Nuts 1

XX. the area of the ... Nuts 2

xxx...... Nuts 3

XXXX. the district ... NUTS 4



12: protected area code = nnnnxxxx (nnnn stands type + xxxx

the number of the



nnnn = NPss ... national park

PROTECTED ... protected landscape area

NPRs ... national nature reserve

From PRSs ... nature reserve

NPPs. national natural monument

PPss ... natural monument

with a space character.



13: the code of the geomorphological unit



xxYxYxxyxx ... code of the geomorphological unit

XX. subprovincie (System)

xxxY ... area (podsoustava)

xxYx ... all

xxYxY ... group under its

xxYxYxx. District

xYxYxxy ... podokrsek

xxYxYxxyxx ... part of

x digit ...

Y letter.

y letter.



9.



The technical requirements of the measurement and calculation of points based GNSS technology



9.1 when measuring and processing of the results of the work of marking for use

the technology of using GNSS receivers must use such GNSS,

processing of computer programs and measuring procedures, which guarantee the

the accuracy of the results of the work carried out by the marking and computing

(hereinafter referred to as "results"). When measuring and counting the processing is necessary to

comply with the principles referred to in the documentation for the appropriate instrument for

used manufacturing program. You can use the measuring signals of all

zprovozněných and properly functioning satellites all available global

navigation satellite systems, which are based on similar

principle as the American system GPS-NAVSTAR.



9.2 to achieve the results can be in compliance with the provisions of section 9.1 leverage

real-time measurement and measurement with subsequent processing. For measurement with

then processing of measurement methods may be used (hereinafter referred to as

"static methods"), and for the measurement of the movement (hereinafter referred to as "kinematic method").

Time measurement on the point must be long enough for the static methods

due to the method of measurement, the length of the vector, used aparaturám and

the number of satellites contained in the outcome of the subsequent processing

kinematic methods and measurements in real time, then it must contain at least

5 records. For measurements in real time, both static and kinematic method

, for further processing can only use such solutions,

achieved, on condition that the ambiguity were intended as a whole

the numbers, moreover, that the distance of the points between which relations directly

determine may not be longer than the maximum distance to which these

the relationships used by the processing program. solvable



9.3 in order to achieve results in compliance with the provisions of points 9.1 and 9.2

take advantage of the various permanent stations or outputs and services (hereinafter referred to

"the virtual reference station"), if the network is permanent

stations. Virtual reference station to the network of permanent

stations cannot be used, if this network is granted on a larger

distance from the nearest permanent station of the network than it is for the

network with regard to its technological solution placed in the documentation, or

the practice is not otherwise specified.



5.8 Site point must be determined by either of the two independent measurement results

using GNSS technology, or one measurement result of GNSS technologies

and one measurement result the classic method. The coordinates of the point must

to comply with the characteristics laid down in this Decree for accuracy

trigonometric points and zhušťovací points and special legal regulation ^ 9)

for the points detailed position point field and the detailed points. 9.5

Repeated measurement of GNSS must be independent and must therefore be carried out in

the independent position of the satellites, i.e., that the repeated measurement may not be

done in time to time authenticated measurement

intervals:



hours



where: k is the number of days and can be only non-negative values of whole

numbers



n = 23.9333 hours (23 hours 56 minutes) for the American system GPS-NAVSTAR

22.5000 hours (22 hours 30 minutes) for the Russian GLONASS system.



6.0 measurement result of GNSS, which qualifies for that parameter value of GDOP

(Geometric Dilution of Precision) or parameter PDOP (Position

Dilution of Precision) is greater than 7.0, cannot be verified using the next

measurement result of GNSS, which also applies, that the value of GDOP parameter

or the parameter is greater than the PDOP 7.0, if time fails

measurement to the measurement time interval is authenticated:



hours



9.7 if the position of the point determines the measurement with the subsequent processing of only

the results of the measurements carried out on a single particular GNSS point must be

subject to the following conditions:



and the height of the antenna above the point) must be identified by two independent methods

or designed before and after measurements repeatedly,



(b) the continuous measurement of time) If, with the subsequent processing of the area used for

achieve the result is shorter than 1 hour, not a parameter of GDOP or

the parameter used for the PDOP no measurement result shall not exceed the value of 7.0,



(c) the location of the point must not be) intended only for the use of virtual reference

stations provided by networks of permanent stations, or a combination of

virtual reference station and the permanent station of the same network

permanent stations.



6.1 when determining the position of the points detailed position point field,

hints and detail points may be repeated measurement of GNSS

replaced by verification of the relative positions of the newly determined points or verification

their position towards the current point whose coordinates satisfy

the characteristics of the accuracy of the determined for point appropriately

the selected number of the experiment measured lengths, angles, or a combination thereof.

To verify the position of the point can not be used as a control element:



and) directly or indirectly measured length between the points that were not intended

independently,



(b) angle in a triangle containing) at least two points that have not been

determined independently, if it is not part of the closure in a shape that

contains at least two points, whose position has been validated,



(c)) in the shape created by the CAP points that have not been designed independently.



6.2 when determining the position of the intermediate point in the classic method of

GNSS technology points specified, whose position has not been validated, can be

the control measure on this point replaced by verification of his position:



and control by specifying coordinates) of at least two independently specified points

by measurements made from this intermediate point, or



(b) the inspection of the focus Assistant), point a classic method of

other points specified by the GNSS technology, whose position also was not

verified. In doing so, determine the position of the control points used for focus

must be independent on the determination of positions of the points used in the focus

controlled.



9.10 in the same connection, implementation of the WGS84 coordinate system, in

which was handled by other měřická the campaign, or to coordinate

the system of 1989.0 in the epoch of the ETRS can be done:



and on at least two measurements) attachment points, while being validated

the relationship between these points must meet the required characteristics

the accuracy of, or



(b)), an independent measurement with pairs of GNSS, which meets the

the characteristics of precision, one connection point

the location was verified with the required accuracy, or



(c)) using the permanent station, which is for connection to the system of ETRS

in the epoch of 1989.0 without the need to perform validation of measurement approved by the

The authority, where appropriate, the virtual reference station networks provided such

permanent stations.



9.11 the transformation of coordinates from the geocentrického coordinate system

WGS84 or ETRS in epoch 1989.0 in S-JTSK can only be done by using the
a processing program that is approved by the authority, the use of:



and the transformation of the detailed points between) ETRS in epoch 1989.0 and S-JTSK without

choice of control points by using the zpřesněné global transformation, if

the procedure referred to in the instructions for the use of such a program, or



(b) the transformation of a local key) and options identical points in

compliance with the following conditions:



BA) for the determination of the parameters of the transformation are used at least four

identical points,



BB) coordinates all identical points are obtained by measuring or

taken from the geodetic data,



BC) coordinates all the control points are determined with the accuracy of a higher

or the same than the accuracy required for the determined points,



geocentric coordinates of BD) and all-led identical points are in

the same system, in the case of global WGS84 then its the same

implementation,



be) identical points are spaced evenly, the average distance between

adjacent identical points is not greater than 5 km and no distance between the

adjacent identical points of not more than 8 km,



BF) the perimeter of a polygon proložený identical points does not create the shape,

the one internal angle is less than 20 °,



BG-led) none of the points outside the shape created by the identical points

does not lie from the nearest the connector between two adjacent identical points in

distance greater than 1/10 the length of this connector,



BH) were performed on identical point coordinates are obtained by measuring and

transformation of variation on this point exceeds the maximum

the allowable deviation must be either a point of transformation and

choose another identical point, or the legitimacy of the relation between the coordinate

systems for verification to prove such a point position an identical point and in the

If necessary, coordinates in the global coordinate system in

S-JTSK.



1) law of the CZECH NATIONAL COUNCIL No. 359/1992 Coll., on the survey and cadastral authorities

in the wording of later regulations.



2 § 2 (b)). (c)), and (d)) of Act No. 200/1994 Coll., on surveying and amending and

supplementing certain laws related to its introduction.



4) § 3a (a). (b)), and section 6 of the CZECH NATIONAL COUNCIL Act No. 359/1992 Coll., as amended by Act No.

107/1994 Coll.



section 9, paragraph 5). 6 and section 19 of Act No. 200/1994 Coll.



§ 17a, paragraph 7). 1 (a). (b)), item 1, of Act No. 200/1994 Coll., as amended by law

No 186/2001 Sb.



the CZECH NATIONAL COUNCIL Act No 8) 344/1992 Coll., on the land register of the Czech Republic

(cadastral law).



9) Decree No. 26/2007 Coll., implementing Act No. 265/1992 Coll., on the

registrations of ownership and other rights in rem in immovable property, in the text of the

amended, and Act No. 344/1992 Coll., on the real estate cadastre

Czech Republic (Land Registry Act), as amended,

(land registry Ordinance).



10) § 4 of law No. 359/1992 Coll., as amended. § 17a

paragraph. 1 (a). (b) point 2 of the Act) no 200/1994 Coll., as amended by Act No.

186/2001 Sb.



§ 8 paragraph 11). 4 of law No. 200/1994 Coll., as amended by Act No. 186/2001 Sb.



12) Law No CNR. 334/1992 Coll., on the protection of agricultural land resources in

the text of the CZECH NATIONAL COUNCIL Act No. 10/1993 Coll.



§ 8 paragraph 13). 5 of law No. 200/1994 Coll., as amended by Act No. 186/2001 Sb.



14 the law of the CZECH NATIONAL COUNCIL) No. 20/1987 Coll. on State care monument, in the text of the Act

No 242/1992 Sb.



14A) Annex No. 1 of the Decree No. 162/2001 Coll., on the provision of data from the

the land register of the Czech Republic, as amended by Decree No. 345/2004 Sb.

Act No. 526/1990 Coll., on prices, as amended.



14B) section 20 (2). 2 Act No 139/2002 Coll., on land and

land offices and on the amendment of the Act No. 229/1991 Coll., on the adjustment of

the ownership of land and other agricultural property as amended by

amended. § 39, paragraph. 5 of Act No. 61/1988 Coll. on mining

activities, explosives and the State Mining Administration, as amended by Act No.

315/2001 Coll., section 1 (1). 2 Decree No 545/2002 Coll., on the procedure for the

implementation of land consolidation and reparcelling, setting out the proposal.



§ 17a, paragraph 15). 1 (a). d) of Act No. 200/1994 Coll., as amended by Act No.

186/2001 Sb.



16) Act No. 148/1998 Coll., on the protection of classified information and on the change

certain acts, as amended.



17) Eg. § 2 (2). 1 the Finance Ministry of the CZECH REPUBLIC No. 98/1992 Coll.,

about how to cover the cost of land by the State.



18) section 6 (1). 2 (a). ) and section 9, paragraph. 5 of law No. 200/1994 Coll.



§ 9, paragraph 19). 4 and 5 of law No. 200/1994 Coll.



22) § 2 (b). (g)), and section 17 of Act No. 200/1994 Coll., as amended by Act No.

186/2001 Sb.



23 (b)) § 3a. (d) the CNR Act) No 359/1992 Coll., as amended by Act No.

107/1994 Coll.



§ 4, paragraph 24). 2 (a). and the CZECH NATIONAL COUNCIL) of the Act No 344/1992 Sb.



26) § 3 (b). and the CZECH NATIONAL COUNCIL) Act No 359/1992 Coll., as amended by Act No.

107/1994 Coll.



27) Law No. 121/2000 Coll. on copyright, rights related to

Copyright and on the amendment of certain laws (Copyright Act).



28) section 3 (b). section 4 of the Act) and the CZECH NATIONAL COUNCIL No. 359/1992 Coll., as amended by Act No.

107/1994 Coll.



29) section 6 (1). 4 of law No. 200/1994 Coll.



30) § 3 (b). (g) the CNR) Act No 359/1992 Coll., as amended

regulations.



41) Act No. 50/1976 Coll., on the territorial planning and building regulations

(the building Act), as amended.



§ 6, paragraph 43). 3 of Act No. 200/1994 Coll.



44) § 2 (2). 1 (a). (b) point 2 of the Act) no 344/1992 Coll., as amended by

amended.



46) section 76 to 85 of the Act No. 50/1976 Coll., as amended.



46A) Section 4a of the Act No. 22/1997 Coll., on technical requirements for products and

amending and supplementing certain acts, as amended by law No 71/2000 Coll. and

Act No. 205/2002 Sb.



section 17b, paragraph 47). 1 (a). (b)), item 1, of Act No. 200/1994 Coll., as amended by

Act No. 186/2001 Sb.



62) section 18 of Act No. 200/1994 Coll.