“PANEVĖŽIO MIESTPROJEKTAS”, UAB Builder

“PANEVĖŽIO MIESTPROJEKTAS”, UAB Respublikos str. 15, LT-35185, Panevėžys, phone (8 45) 582667, e-mail:

[email protected]

www.pmp.lt

Builder: MINISTRY OF NATIONAL DEFENCE

OF THE REPUBLIC OF LITHUANIA

Client: INFRASTRUCTURE DEVELOPMENT DEPARTMENT UNDER

THE MINISTRY OF NATIONAL DEFENCE

Contract name

(subject matter):

Services of Construction Design and Project Execution Supervision

of Special Purpose Building (I, IV Supply Class Warehouse) at

General Silvestras Žukauskas Training Area, Švenčionys distr.

muni., Pabradė Eldership

Project name:

CONSTRUCTION PROJECT FOR THE SPECIAL PURPOSE

BUILDING (WAREHOUSE) AT GENERAL SILVESTRAS

ŽUKAUSKAS TRAINING AREA, MAŽALOTĖ VILL. 9,

PABRADĖ ELDERSHIP, ŠVENČIONYS DISTR.

Building name: Special Purpose Building

Building address

(site location): Mažalotė vill. 9, Pabradė eldership, Švenčionys distr.

Construction type: CONSTRUCTION OF A NEW BUILDING (S)

Intended use: SPECIAL PURPOSE BUILDING

Building category: SPECIAL BUILDING

Project stage: TECHNICAL DESIGN (TP)

Project No.: P/6875 Project part GENERAL CONSIDERATIONS (BD)

Building No. 01 File ID: Volume I File revision 0

Position

Name, surname, certificate No.

Signature

DIRECTOR VYTAUTAS SUKACKAS

PROJECT MANAGER MARIJUS PONOMARIOVAS

Certificate No. 27845

Panevėžys, June of 2017

mailto:[email protected]

LIST OF FILES OF TECHNICAL DESIGN FOR THE CONSTRUCTION OF

THE SPECIAL PURPOSE BUILDING (WAREHOUSE)

AT THE GENERAL SILVESTRAS ŽUKAUSKAS TRAINING AREA,

MAŽALOTĖ VILL. 9, PABRADĖ ELDERSHIP, ŠVENČIONYS DISTR.

Row

No.

File number File name, ID Notes

VOLUME I GENERAL CONSIDERATIONS (BD)

VOLUME II SITE PLAN (SP)

VOLUME III ARCHITECTURE (SA)

VOLUME IV STRUCTURES (SK)

VOLUME V WATER SUPPLY AND WASTE WATER

UTILITIES (VN)

VOLUME VI HEATING, VENTILATION AND AIR

CONDITIONING (ŠVOK)

VOLUME VII GAS PIPELINE (D)

VOLUME VIII ELECTRICAL ENGINEERING (E)

VOLUME IX ELECTRONIC COMMUNICATIONS (ER)

VOLUME X FIRE ALARM (GSS)

VOLUME XI PROCESS CONTROL AND AUTOMATION

(PVA)

VOLUME XII HEAT PRODUCTION AND SUPPLY (ŠT)

VOLUME XIII CONSTRUCTION COST ESTIMATION (KS)

LIST OF THE CONTENT OF THE FILE DOCUMENTS

Document ID No. of

pages Revision Document name Notes

a b c d e

P/6875-01-TP 2 0 General Characteristics of the Building

P/6875-01-TP-BD-BAR 9 0 Explanatory Note

P/6875-01-TP-BD-BTS 10 0 General Technical Specifications

1 Report on the Coordination of the Solutions

of the Project Parts

ANNEXES

1 Copy of the Qualification Certificate of the

Project Manager

1 Order regarding the Appointment of the

Project Manager

12/01/2016, No. 21VL-8 8 Program Task

19/04/2017,

No. 1P-14 3 Building Design Task

17/02/2017,

No. TS17-05499 3 Conditions for Connection of ESO

03/11/2000, No. 3779-86 1 Order of the Governor of Vilnius District of

the Republic of Lithuania

01/12/2016, reg. No.

86/8887 22

Extract from the Central Databank of the

Register of Real Property

01/12/2016, reg. No.

10/325516 15



01/12/2016, reg. No.

10/356714 4



10/08/2000 2 Act of the Marking of the Land Site

Boundaries

1 Land Site Plan, Scale 1:10 000

27/01/2017 2 Topographic Engineering Plan (prepared by

“Geodeziniai tyrinėjimai”, UAB)

04/2017 30 Geological Engineering Research

(“Geoconsulting”, UAB)

0 06/2017 FOR THE CONSTRUCTION PERMIT, TENDER

REVISION DATE OF ISSUE REVISION STATUS. REASON FOR AMENDMENT (IF APPLICABLE)

QUAL. CERT.

DOC. NO.

“PANEVĖŽIO MIESTPROJEKTAS”, UAB

NAME OF THE BUILDING PROJECT CONSTRUCTION PROJECT FOR THE SPECIAL PURPOSE

BUILDING (WAREHOUSE) AT GENERAL SILVESTRAS ŽUKAUSKAS TRAINING AREA, MAŽALOTĖ VILL. 9,


27845 PM MARIJUS PONOMARIOVAS DOCUMENT NAME

LIST OF THE CONTENT OF THE FILE DOCUMENTS OF THE PART OF THE

BUILDING PROJECT

Revision

27845 SPM MARIJUS PONOMARIOVAS 0

LT

CLIENT

INFRASTRUCTURE DEVELOPMENT DEPARTMENT UNDER THE MINISTRY OF NATIONAL DEFENCE

DOCUMENT ID

P/6875 – 01 – TP – BD – BSŽ

Page Pages

1 2

1 List of the Licenced Design Software used

to Prepare the Project

P/6875-01-TP-SP_B-01 1 0 Site Plan, Scale 1:500

P/6875-01-TP-SP_B-02 1 0 Site Delineation Plan, Scale 1:500

P/6875-01-TP-SP_B-03 1 0 Site Management Plan, Scale 1:500

P/6875-01-TP-SP_B-04 1 0 Site Level Plan, Scale 1:500

P/6875-01-TP-SP_B-05 1 0 Summary Report of Infrastructure

Networks, Scale 1:500

P/6875-01-TP-SA_B-01 1 0 First Floor Plan, Scale 1:100

P/6875-01-TP-SA_B-02 1 0 Roof Plan, Scale 1:100

P/6875-01-TP-SA_B-03 1 0 Facades between Axles 1-21; 21-1; E-A; A-

E and section A-A, Scale 1:100

P/6875-01-TP-ŠV_B-03 1 0 Fundamental Schemes of the Supply of the

Heating and Coolant to the Ventilation Units

P/6875-01-TP-E_B-05 1 0 Main Electricity Networks Calculation

Scheme

P/6875-01-TP-ER_B-01 1 0 Fundamental Scheme of Phone-Computer

Network

P/6875-01-TP-GSS_B-01 1 0 Fundamental Scheme of Fire Detection and

Fire Alarm System

P/6875-01-TP-PVA_B-01 1 0 Fundamental Scheme of the Boiler Room

Automation

P/6875-01-TP-PVA_B-02 1 0 Fundamental Scheme of the Fire Water

Supply Automation

P/6875-01-TP-ŠT_B-01 1 0 Boiler Room Functional Scheme





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Page Pages Revision

2 2 0

GENERAL CHARACTERISTICS OF THE BUILDING

Name Unit of

measurement Quantity Notes

I. SITE

1.1. Site area m2 22 211 544

1.2. Intensity of the Site Developing % 0,05

1.3. Density of the Site Developing % 0,06

II. BUILDINGS

1. Special Purpose Building (2.16.)

2. Total Area of the Building.* m2 1090,60

3. Volume of the Building.* m3 6730

4. Number of Floors.* u. 1

5. Height of the Building.* m 6,70

6. Energy Efficiency Class. A

III. ENGINEERING NETWORKS

4.1. Water Supply Networks:

4.1.1. Length* m 350/13/4

4.1.2. Pipe Diameter (only for Pipelines) mm 1100/50/200

4.2. Domestic Wastewater Networks:

4.2.1. Length* m 16

4.2.2. Pipe Diameter (only for Pipelines) mm 160

4.3. Rainwater Drainage Networks:

4.3.1. Length* m 6/260/95

4.3.2. Pipe Diameter (only for Pipelines) mm 250/200/110

4.4. Gas Pipeline Networks:

4.4.1. Length* m 20/95

4.4.2. Pipe Diameter (only for Pipelines) mm 25/40x3,7

4.5. Electricity Networks:

4.5.1. Length* m 40/200/125

4.5.2. Number of Power Grid Conductors and Cross-

section u.; mm2 4x50/5x4/12x1,5

CONSTRUCTION PROJECT FOR THE SPECIAL PURPOSE BUILDING P/6875-01-TP-BD

(WAREHOUSE) AT GENERAL SILVESTRAS ŽUKAUSKAS TRAINING Page 1 Pages 2 REVISION 0 2017

AREA, MAŽALOTĖ VILL. 9, PABRADĖ ELDERSHIP, ŠVENČIONYS DISTR.

Name Unit of

measurement Quantity Notes

4.6. Electronic Communications

4.6.1. Length m 175/175

4.6.2. Number of Power Grid Conductors and

Cross-section u.; mm2 10x2x0,6

Communications

Cable

12 SM

9/125 µm Optical Cable

* Characteristics marked with an asterisk are calculated in accordance with the rules for the collection of cadastral

measurements and cadastral data, which are approved by the Minister of Agriculture of the Republic of Lithuania.

After the completion of the construction and having carried out the cadastral measurements, these characterises

may have minor deviations.

Building Project Manager

Marijus Ponomariovas, Qualification Certificate No. 27845 (signature)

CONSTRUCTION PROJECT FOR THE SPECIAL PURPOSE BUILDING P/6875-01-TP-BD

(WAREHOUSE) AT GENERAL SILVESTRAS ŽUKAUSKAS TRAINING Page 2 Pages 2 REVISION 0 2017


GENERAL EXPLANATORY NOTE

1. Basis for the Project Preparation

The Project “Construction Project for the Special Purpose Building (Warehouse) at General

Silvestras Žukauskas Training Area, Mažalotė vill. 9, Pabradė Eldership, Švenčionys Distr.” is being

carried out under the commission of the Client, the Infrastructure Development Department under the

Ministry of National Defence.

This Project for the new special purpose building is being prepared in accordance with:

1. Standards regulating the design.

2. Land site plan (prepared by the State Land Management Institute, PI).

3. Program task (12/01/2016, No. 21VL-8).

4. Building design task approved by the Client (19/04/2017, No. 1P-14).

5. Data of the Register of Real Property (reg. No. 86/8887; reg. No. 10/325516; reg. No.

10/356714).

6. Conditions for Connection of ESO of 17/02/2017, No. TS17-05499.

7. Topographic Engineering Plan of the central training area of Pabradė, Švenčionys Distr. Muni.

(prepared by “Geodeziniai tyrinėjimai”, UAB, 27/01/2017).

8. Geological Engineering Research carried out by “Geoconsulting”, UAB (Special Purpose

Building at General Silvestras Žukauskas Training Area, Švenčionys Distr. Muni., Pabradė

Eldership, Meškerinė vill., REPORT ON GEOLOGICAL ENGINEERING RESEARCH.

Klaipėda, April of 2017).

9. Design proposals.

10. Tender material as well as any other correspondence with the Builder.

Site location: Mažalotė vill. 9, Pabradė Eldership, Švenčionys Distr.

Construction type: Construction of a new building (in accordance with STR 1.01.08:2002)

Building purpose: Special purpose building (in accordance with STR 1.01.03:2017)

Building category: Special building (in accordance with STR 1.01.03:2017)

Main intended use Other, type of the use of land site – territories for the purposes of national

of the land: defence.

Fire resistance of the building: The intended use – the special – buildings for special purposes (barracks,

prisons, remand prisons, police, fire station services, shelters, border

inspection posts, technical surveillance towers and other) P. 2.16. (in

accordance with the Basic Requirements for Fire Safety).

Unique Site No.: 8638-0004-0008



QUAL. CERT.

DOC. NO.






GENERAL EXPLANATORY NOTE

Revision


LT

CLIENT


DOCUMENT ID

P/6875 – 01 – TP – BD – BAR

Page Pages

1 9

List of the Main Normative Construction Documents,

Under which the Technical Design has been Prepared

STR 1.01.02:2016

STR 1.01.03:2017

STR 1.01.04:2015

STR 1.01.08:2002

STR 1.04.04:2017

STR 1.05.01:2017

STR 1.06.01:2016

STR 1.12.06:2002

STR 2.01.01(1):2005

STR 2.01.01(2):1999

STR 2.01.01(3):1999

STR 2.01.01(4):2008

STR 2.01.01(5):2008

STR 2.01.01(6):2008

STR 2.01.02:2016

STR 2.01.06:2009

STR 2.01.07:2003

STR 2.01.10:2007

STR 2.02.07:2012

STR 2.02.02:2004

STR 2.05.02:2008

STR 2.05.03:2003

STR 2.05.04:2003

STR 2.05.05:2005

STR 2.05.08:2005

STR 2.05.09:2005

STR 2.05.13:2004

STR 2.05.20:2006

STR 2.05.21:2016

STR 2.06.04:2014

Normative Technical Documentation for Construction

Classification of Buildings

Assessment, Verification and Declaration of the Constancy of Performance of

Construction Products without Harmonised Technical Specifications. Designation of

Testing Laboratories and Certification Bodies. National Technical Evaluations and

Designation and Publication of Technical Assessment Bodies

Types of Construction

Structure Design, Project Expertise

Documents allowing Construction. Completion of Construction. Suspension of

Construction. Elimination of Results of Arbitrary Construction. Elimination of Results

of Construction resulting from Illegal Issuance of Documents allowing Construction

Construction Works. Supervision of the Building Construction

The Purpose and Life Span of Construction Works

Essential Building Requirement. Mechanical Resistance and Stability

Essential Building Requirements. Fire Safety

Essential Building Requirements. Hygiene, Health, Environmental Protection

Essential Building Requirements. Exploitation Safety.

Essential Building Requirement. Noise Protection.

Essential Building Requirement. Energy Economy and Heat Retention.

Design and Certification of Energy Performance of Buildings

Protection of Buildings against Lightning. External Protection of Buildings against

Lightning

Building Internal and External Environmental Protection from Noise

External Plastered Thermal Insulation Composite Systems

Warehouse, Manufacturing and Industrial Buildings. Main Requirements

Public Structures

Building Structures. Roofs.

Basis for Structural Design.

Effects and Loads.

Concrete and Reinforced Concrete Structures Design

Steel Structural Design. Main Provisions

Masonry Structural Design

Building Structures. Floors

Windows and External Entrance Doors

Geotechnical Design. General Requirements

Streets and Roads of Local Importance. General Requirements.





P/6875 – 01 – TP – BD – BAR

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STR 2.07.01:2003

STR 2.09.02:2005

HN 32:2004

HN 33:2011

HN 42:2009

HN 56:2004

HN 69:2003

HN 98:2014

LR EM 2012-01-02

Order No.1-1

LR EM 2012-02-03

Order No.1-22

LR EM 2011-02-03

Order No.1-28

LR EM 2013-03-05

Order No.1-52

LR EM 2011-12-20

Order No.1-309

LR EM 2011-05-27

Order No.1-134

LR EM 2011-12-20

Order No.1-309

LR EM 2014-12-11

Order No.1-312

LR ENM 2010-03-29

Order No.1-93

LR KAM 2015-08-10

Order No.V-809

LR EM 2011-06-17

Order No.1-160

LR EM 2016-09-19

Order No.1-249

2015-04-08, NR.1-102

LR EM 2012-01-02

Order No.1-2

LST 1516:2015

LST EN 54

LST EN 1838:2013

LST EN 12464-1:2011

LST EN 50173-2:2008

LST EN 50174-2:2009

LST EN 50174-3:2014

Order No. 1-66 of the

Director of FRD under

MoI of 22/02/2007

(Version of the Order

No. 1-168 as of

22/05/2009)

Water Supply and Wastewater Removal Plant. Building Engineering Systems. Field

Engineering Networks.

Heating, Ventilation, Air Conditioning

Work with Display Screen Equipment. Health and Safety Requirements

Acoustic Noise. Noise Thresholds in Residential and Public Buildings and Their

Environment

Microclimate in Residential and Public Buildings

Military Territory. Rules on Building Setting up and Maintenance

Thermal Comfort and Sufficient Thermal Environment in Workplaces. Standard

Values of the Parameters and Measurement Requirements

Natural and Artificial Lighting of Workplaces. Limit Values and General

Requirements for Measuring

Power Electrical Equipment Installation Rules

General Rules for Electrical Equipment Installation

Lighting Electrical Equipment Installation Rules

Rules for Installation of Electrical Equipment of Special Facilities and Technological

Processes

Rules for Installation of Electric Lines and Installations

Rules for Installation of Relay Protection and Automation of Electrical Equipment

Rules for Installation, Marking, Maintenance and Usage of Electronic Communications

Infrastructure

Methods for Determination of Computational Electrical Loads

Electrical Networks Safety Rules

Requirements for Installation of Communications and Computer Networks

Rules for Installation of Heat Supply Networks and Heating Substations

Rules for Installation of Boiler Room Equipment

Rules for Installation and Safe Exploitation of Steam and Hot Water Boilers

Rules for Installation of Gas Systems in Buildings

Building Project. General Requirements for Formalising

Fire Detection and Fire Alarm Systems

Lighting Applications. Emergency Lighting

Lighting and Illumination. Part 1. For Indoor Workplaces

Information Technologies. Generic Cabling Systems. Part 2. Office Premises

Information Technologies. Cabling Installation. Part 2. Installation Planning and

Practices Inside Buildings

Information Technologies. Cabling Installation. Part 3. Installation Planning and

Practices Outside Buildings

Fire Detection and Fire Alarm Systems. Design and Installation Rules





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Order No. 64 of the


MoI of 18/02/2005


No. 1-223 as of

27/07/2010)



MoI of 07/12/2010



MoI of 22/02/2007


No. 1-168 as of

22/05/2009)

KPT SDK 07

17/01/2011 1-14

TD-LI-81, Rev. 2Alb.

-1,2,3

RSN 37 – 90

Under the Order No. 1-

162 as of 17/05/2016

18/01/2005, No. 4-17

06/10/2016, No. 1-277

06/10/2000, No. 349

03/10/2003, No. 4-366

01/07/2002, IX-1004

14/07/1999, No. 217

RSN 26-90

Order No. 1-168 as of

22/05/2009


22/05/2009

02/04/2007 D1-193

30/03/2010, No. 1-100

RSN 156-94


05/05/2007

09/03/2011

LST 1516:2015

General Fire Safety Rules

Main Requirements for Fire Safety

Rules for Design and Installation of Indoor Fire Water Supply System

Regulations for the Construction of Standardised Pavements of Road Structures.

Fire Safety Rules for Public Buildings.

Order No. 19 of the Commander of the Armed Forces of the Republic of Lithuania of

12/01/2001 “Regarding the Preparation of Sheets on Furniture and Economic

Inventory of the Divisions of the Lithuanian Armed Forces”

Typical Parts of Industrial Production Units

Rules for the Inlets of Underground Engineering Networks into Buildings and

Ventilation of Recessed Premises

Rules for Installation of Distribution Gas Pipelines

Rules for Installation of Thermal Insulation of Equipment

Rules for Exploitation of Liquefied Petroleum Gas Systems

Pressure Equipment Technical Regulation

Pressure Pipelines Exploitation Rules

Special Land and Forestry Exploitation Conditions (Approved by the Decision No.

343 of the Government of the Republic of Lithuania as of 1992).

Occupational Safety and Health Instructions for Electric Arc Welder

Occupational Safety and Health Instructions for Excavator Operator

Occupational Safety and Health Instructions for Workers Working with Movable

Electrical Equipment and Machinery

Fire Safety Instructions for Fire-Related Works

Law on Waste Management (relevant version)

Waste Management Rules

Water Consumption Rates.

Rules for Design and Installation of Indoor Fire Water Supply System

Rules for Design and Installation of Outdoor Fire Water Supply Networks and

Buildings

Storm Water Management Regulation

Safety Rules for the Exploitation of Electrical Equipment

Fire Safety Rules for Ventilation Systems

Rules for Design and Installation of Smoke and Heat Control Systems

Building Climatology

Rules for Installation of Thermal Insulation of Heat Transmission Networks

Regulation (EU) No. 305/2011 of the European Parliament and Council

Building Design. General Requirements for Formalising





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2. Current Situation

The territory under management is at the 1st military cantonment of the General Silvestras

Žukauskas Training Area located on the south part of the site. The territory reserved for the designed

building is East of the road passing through the military cantonment, to the South of the sanitary units and

to the North of the tent camp. A forested territory extends to the East of the managed territory. There are

no buildings in the territory, 146 coniferous trees are growing there, which will be cut down.

3. Intended Construction Works

The location of the designed building is stipulated in accordance with the preliminary scheme of the

territory of the 1st military cantonment of the General Silvestras Žukauskas Training Area of the

Lithuanian Armed Forces.

Access to the designed building is stipulated to be from the road located to the West of the building.

The cargo lot with the asphalt concrete designed around the building can be accessed from the two

designed roads. There are two exits leading from the lot. One is on the southern part and another one on

the eastern part of the lot.

The lot around the building is designed to be of such scale so that the oversized vehicles could easily

fit and conveniently manoeuvre at the ramps. For protection purposes, low kerbs are designed on the part

of the larger lot.

The designed building is located in the central part of the managed territory. Asphalt concrete

pavement is designed around the building.

Chernozem is spread and grass is sown in the part of the territory under management, which is not

taken up by surfaces or building.

When installing new surface troughs, the vertical subgrade according to the height plan is

performed, subject to the current surfaces and terrain, the trough bases are compacted. The excess soil

from the removal of the natural soil is used for the layout of the lawn.

The site level plan was accepted with regard to the current site relief, adjacencies and possibilities

to connect to the existing engineering networks. When foreseeing appropriate slopes of the territories by

the vertical subgrade of the relief, the drainage of the surface waters is ensured.

The objective of the facade solutions of the designed building is to give the building an appearance

which would clearly express its typology and would match other buildings located in the nearby urban

area.

Light grey plaster is used for the finishing of the external walls and the plinth. Reveals of all

windows, doors and gates are painted using light grey colour. The finishing of the vertical surfaces of the

ramp is not designed. The colour of the roof over the ramp’s profiled flooring is stipulated to be light

green.

Asphalt concrete pavement is intended around the building and the ramp, stairs are to be installed

by the ramp.

The premises are designed taking into account the needs of the premises according to the functions

submitted by the Client.

Single-storey building consisting of an administrative block (premises for work purposes) with

permanent workplaces and sanitary premises and two warehouse blocks surrounding it (special purpose

premises) is designed.

The access to the administrative block is intended to be from the south side of the building. It leads

to the corridor leading to the premises of the shooting range exploitation unit, rest room, changing rooms

of men and women, men and women toilets as well as the premises for cleaning equipment. Changing

rooms of men and women lead to the men and women showers.

The first (western) warehouse block is comprised of two warehouse premises for equipment with

equipment maintenance and repair premises and warehouse premises for paper targets between them.





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Gates are intended between these two premises. Equipment maintenance and repairs premises lead to the

battery charging premises, and the technical premises can be accessed through it, where electric forklift

is being stored. There is also an electrical intake room in this warehouse block with the entrance from the

southern side of the building as well as a boiler room with the entrance from the northern side of the

building.

The second (eastern) warehouse block is comprised of two warehouse premises intended for the

storage of bottled water and dried food rations as well as of twelve warehouse premises of equal size for

the storage of material assets and goods on euro pallets.

The access to all the premises adapted to the electric forklift is from the yard through the gates with

doors.

In order to protect the ramp structures from mechanical damages, which can occur if a vehicle hits

the ramp, rubber ramp protection is used; for the protection of the gates – vertical security bollards, for

the protection of the pillars and corners of the building – metal rack guards are used.

A new warehouse building is designed to be of one floor with a surrounding ramp. The awning is

to be installed above the ramp around the entire building. Structural scheme of the building is a framework

of prefabricated reinforced concrete and metal trusses with expanded clay concrete blocks aggregate and

metal pillars of the awning as well as beams. The roof of the building is matching. The building has no

basement.

The building will be divided using deformation-thermal seams.

The designed object is supplied with drinkable water from the current supply networks, and the

wastewater is drained to the centralised networks.

Domestic and rainwater sewage systems as well as cold, hot and circulation water supply systems

are intended to be installed in the designed building. Water in the building will be used for domestic-

household purposes. The water for the heating of the building and for household use will be treated in

heating substation. Water metering unit with shut-off valves and cold water meters are to be installed in

the electrical intake room. The water is supplied from the existing water well. Fire water will be supplied

from the fire water tanks under design. Towel dryers are intended to be set up in the shower rooms.

Domestic sewage will be drained to the drains designed in the yard. Drain traps with stainless steel

grids and anti-drying siphons are to be installed so that it would not pass the smell from the sewage system.

Rainwater drainage from the roof of the building – internal. Roof gullies on the roof of the building

are intended to be with electric heating. Rainwater sewage will be drained to the designed networks in the

yard, and later on will be infiltrated into the soil. Cleanouts will be installed for the cleaning of the

networks. Rainwater sewage from the awning is to be drained by external gutters.

Water for internal and external fire-fighting will be supplied from the fire water tanks.

Internal fire hose reel systems of the building will be installed near emergency exits, no further that

3 m from the door apertures, in the lobbies, corridors, thoroughfares and other easily accessible locations,

though it will not obstruct the evacuation of the people.

Adjustable two-pipe collector heating system ensuring thermal comfort is intended to be installed.

Water-based air heaters are designed to be installed in the warehouse premises, and equipment

technical maintenance and minor repairs premises. Air supply/extraction and air supply systems are

designed. Ventilation units of all systems are to be installed in the attic.

Hot water for heating of the building and for domestic use will be treated in gas boiler room. The

boiler room is attributed to the 1st category, it is automated, without permanent staff on duty. The fuel –

LPG steam phase, with gas stored in two underground reservoirs. Two suspended gas boilers are to be

installed. Gas pipelines are intended to be connected from the underground gas pipeline brought to the

wall of the boiler room.

The boiler room is naturally illuminated, hinged window is to be installed. Air supply is intended

through the door grilles, and a ventilation duct is to be installed for the extraction of the air.

Heating, ventilation and hot water supply systems will be installed, which will be powered from the

local boiler room. The boiler room will be set up on the first floor of the building with a separate entrance





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directly from outside. Two wall-mounted gas-fired steam boilers are designed for the supply of the heating

to the building. Exhaust system is to be assembled for the transportation of combustion air and combustion

products. Heat supply system for ventilation convectors (ventilation) is connected directly from the

collector. Electronic high efficiency pump is designed for the circulation in the system as well as the

closing and balancing valves, and monitoring measuring devices. A volumetric boiler with a spiral tubular

water-water type heat exchanger is designed for the production of hot water. All necessary shut-off and

control fittings, protective installations and monitoring-measuring devices are designed in the boiler room.

Power and lighting networks, distribution and protective installations, lightning protection,

electronic communication systems are intended to be installed in the building as well as fire detection and

alarm system in all fire risk premises, and the systems of the boiler room and fire water supply are intended

to be automated.

4. Data on the Intended Economic Activities

Production activities are not intended in the designed building. A special purpose building is

designed. Direct use of natural resources is not intended. Pollution of environmental components (water,

air, soil, subsoil, biological diversity, landscape) which would be affected by the intended economic

activities during the construction and exploitation of the building is not stipulated. The intended economic

activities related to the construction works of the building will not have any substantial effect on other

environmental components, surrounding population and nearby territories during the construction works.

Construction waste accumulated during the construction works is intended to be disposed in compliance

with the environmental requirements by entering into the agreement with the specialised company.

5. Mechanical Durability and Stability

Loads and effects have been calculated in accordance with STR 2.05.04:2003 “Effects and Loads”.

Assigned volumetric weight characteristic values of the supporting structures:

- reinforced concrete – 28,0 kN/m³;

- expanded clay block masonry – 6,9 kN/m³;

- metal – 78,5 kN/m³.

Other permanent load characteristic values can be found in the SK part of the Project.

6. Hygiene, Health and Environmental Protection

The new building under construction and any activities carried out there have no adverse impact on

the environment. The Contractor will recycle and hand over the construction waste accumulated during

the construction to the waste managers before the completion of the construction.

Solid economic waste is stored in containers and removed in orderly manner by special vehicles.

Materials and products intended to be used in the building comply with the quality, sanitary and

aesthetic requirements.

The Contractor creates appropriate conditions on the site for the personnel’s work and rest. Sanitary,

hygiene and rest rooms are to be established. In case demolition works are necessary during the

construction of the new building, demolition works are to be carried out without causing any adverse

impact on the environment. Solid economic waste accumulated during the construction works are stored

in the available containers and are removed in orderly manner by special vehicles.

The work area must be illuminated using artificial electric lighting which complies with the valid

standards when working at night time or the works must be organised to be carried out in the daylight.

Initial waste accounting journal and the accounting of the construction waste accumulated and

handed over for management must be kept on the site, the amount of waste must be indicated, and initial

waste accounting reports must be submitted to the Regional Department for Environmental Protection of





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the Ministry of Environment, in the territory of which the construction, reconstruction, repairs or

demolition of the building is being carried out, in accordance with the procedure laid down in the Waste

Management Rules. Accounting documentation of the construction waste shall be stored in accordance

with the requirements of the Waste Management Rules. Data on the removal of the construction waste

shall be recorded in the Construction Works Log.

Accumulated waste suitable for recycling and structures (materials) suitable for re-use must be

sorted on the site, and other type of waste – secondary raw materials, hazardous waste – must be sorted

as well.

Non-hazardous construction waste can be stored on the site no longer than one year after its

appearance; however, no longer than the completion of the construction works. Hazardous construction

waste shall be stored in accordance with the requirements laid down in the Waste Management Rules no

longer than 3 months after its appearance; however, no longer than the completion of the construction

works so that it would not cause risk to the environment and human health.

Documents, evidencing that construction waste has been handed over to the waste manager, shall

be submitted to the Commission of Construction Completion or a certificate of the builder (Client) on the

usage of the untreated construction waste shall be presented.

In order not to damage the natural environment during the exploitation of the designed object, a

series of measures to ensure its protection is foreseen.

Upon commencing of the construction works it is foreseen to remove the fertile natural soil from

the site areas used for construction, store it in a territory not used for the construction, and later to use it

for planting purposes.

The works of restoration of territories, which were damaged during the construction of outdoor

engineering networks, should be carried out in the following order:

1. The natural soil is removed from the engineering networks construction strip and loaded into piles

in its temporary storage area;

2. After the engineering networks have been laid, the trenches are poured over and the strip of the

territory under management is levelled with a bulldozer and the surface of the subgrade strip is

properly joined with the relief of the adjacent territories;

3. On the levelled strip of ground under management, the fertile soil brought from the temporary

storage area is spread in a layer of 10 cm with an additional 10 cm of chernozem. This layer is

levelled and harrowed and the newly prepared soil, which replaced the former lawns, is sown with

a mixture of grass.

7. Noise Protection

When designing the ventilation systems, such devices have been chosen, so that the noise and

vibration caused by them would not exceed the permitted hygiene limits established for a human being.

For that purpose the fans are connected to the ducts using elastic connecting joints, electric motor speed

is selected to be as lowest as possible, and duct silencers are intended to be installed.

The class of the acoustic comfort of the building is not to be solved in the scope of this project.

8. Fire Safety

The building is attributed to the P.2.16 (the intended use – the special – buildings for special

purposes (barracks, prisons, remand prisons, police, fire station services, shelters, border inspection posts,

technical surveillance towers and other)) building group (in accordance with the Basic Requirements for

Fire Safety).

The level of the fire resistance of the building – II.

The precise solutions are available in the SA part of the Project.





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9. Energy Economy and Heat Retention

Projected values of the coefficient U (W/m2K) of the heat transfer through the building’s partitions:

- structure of the matching roof 0, 11

- plastered facade 0, 14

- plinth part of the wall 0, 16

- wall between heated and unheated premises 0, 15

- floor on the ground 0, 10

- windows 0, 10 / 1, 40

- gates 1, 20

Energy efficiency class of the building – A.

Intended design solutions fully comply with the requirements of the normative documents.

10. Exploitation Safety

The entity of the intended solutions of the Project ensures the prevention of any accidents when

exploiting and maintaining the building.

I hereby confirm, that the design solutions comply with the requirements of the laws, legislations,

project preparation documentation as well as normative construction requirements, normative building safety

and purpose documentation requirements, do not breach the interests of the state, the integration of the

disabled, the public or any third parties.

Living and operating conditions of the third parties are not worsened in case the building is

constructed and exploited in accordance with the design solutions.





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GENERAL TECHNICAL SPECIFICATIONS

1. GENERAL PROVISIONS

In order for the buildings and structures to be properly constructed and appropriate to be exploited

in accordance with the solutions stipulated in the Project, the Contractor shall carry out the work, which

includes completion of materials and equipment, delivery to the Site, construction, assembly as well as

necessary inspections and tests.

The Contractor undertakes to carry out the works in the appropriate order using usual work methods

and experienced workforce.

All structures, products, materials and equipment shall be certified or acknowledged to be suitable

for use in the procedure established in Lithuania, and shall have a conformity assessment document as well

as meet the requirements of the Project.

The Contractor shall be responsible for obtaining of all permits from the public authorities and other

institutions, except for the document allowing the construction.

The Contractor shall enable the state maintenance supervisory authorities and the representatives of

the technical maintenance and project execution supervision to carry out inspections as well as shall remedy

identified deficiencies.

The Contractor shall comply with all normative requirements and rules of the Republic of Lithuania,

which are applicable to the building.

Crucial works and structures, indicated in the Technical Specifications, shall be taken over by the

Builder or the authorised representative of the Builder (manager of technical maintenance) formalising it

in the certificate, and the building shall be recognised as suitable for exploitation after the construction

works in the procedure established in the Republic of Lithuania.

The Contractor and subcontractors shall have all necessary certificates and licences (if necessary).

The Contractor shall coordinate the employment of any subcontractors with the Builder. The

approval of the Builder for the replacement of subcontractors during the construction works shall be

obtained.

2. BUILDING MATERIALS, PRODUCTS AND EQUIPMENT

All products, equipment, materials and additives shall comply with the ones indicated in the Project

documentation and shall be new.

The Contractor shall be able to replace the materials and products with the ones of similar or

analogous parameters and quality after its coordination with the managers of the project execution

supervision and technical maintenance as well as after the correction of the Technical Design, but the

Contractor shall be liable for the examination of comparability.

Any costs for the additional inspection and design related to the replacement of the materials with

analogous ones shall be reimbursed by the Contractor.

All materials, products and equipment shall be provided with the following:

- the details of the manufacturer, and the identification mark of the company;



QUAL. CERT.

DOC. NO.






TECHNICAL SPECIFICATIONS

Revision


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- specifications with the translation to Lithuanian language if the manufacturer is not a company of

the Republic of Lithuania;

- reference to whether it is intended for the interior or exterior;

- manufacturing date.

Project execution and technical maintenance managers shall have the right to refuse any material or

equipment without any additional costs to the Client in case it does not comply with the requirements of

the Specifications. In such case, the Contractor shall provide other materials and equipment which comply

with the Specifications.

All products and materials shall comply with the quality requirements set forth in the specifications

and drawings. All supplied products and materials shall be accompanied by the declarations of conformity.

The delivery of the products and materials shall be coordinated with the time schedule of the

construction works. The Contractor shall be responsible for the submission of the notifications regarding

defects. Any claims shall be filed to the supplier of the goods.

Products and building materials shall be stored on the Site in such a way as not to impair their

quality. The requirements for storage and the manufacturer's valid guidelines of each material and product

shall be observed.

Products and material shall be store on the construction site in suitable premises in such a way that

each material is placed properly and is easily accessible for inspection.

Materials, products and equipment damaged or otherwise impaired due to the operations on the

construction site shall be replaced by new ones at the Contractor's expense.

The Contractor shall take full responsibility for any loss or damage to materials and products.

3. TECHNICAL DOCUMENTATION

In case of any discrepancies or contradictions between the Project documents, the order of relevance

of the documents is as follows: Technical Specifications, Explanatory Notes, Drawings or Schemes, Lists

of Costs; however, the Contractor shall draw the Builder’s attention to any major discrepancies.

In case of any modifications in the regulations, legal documents, standards, and etc. during the

construction, the specifications and the drawing shall be considered as more relevant; however, the

Contractor shall notify the Builder of any such discrepancies before the commencement of works.

The Contractor himself shall not have any right to deviate from the drawings or specifications, make

any modifications in the technical design, carry out any additional works or change any building materials.

Such authorisation shall be issued only by the authorised representative of the Builder or the Builder himself

after the coordination of it with the manager of project execution supervision. The Builder shall be informed

about any modifications and additional works in writing before making any such alterations.

Drawing and other documentation shall be prepared in Lithuanian language.

The Contractor shall prepare and later on revise (update) the documentation set of the execution of

works. These documents shall be kept at the object at all times. Two copies of this set shall be presented to

the representative of the Builder (technical maintenance manager) before the commencement of the system

testing. After the construction works the Contractor shall prepare and submit to the Builder documentation

of the execution construction works with all modifications, additions, and etc. as well as adjustments in

kind.

Before the commencement of works the Contractor shall prepare the project for building

technologies in accordance with the solutions of the technical design. The prepared project for the building

technologies of the object, which shall indicate the terms and measures, ensuring the execution of the

construction works in accordance with the requirements of the project and the contract, for individual work,

shall be coordinated with the Builder.

The Contractor shall prepare the instructions for the use and maintenance, complying with the

Builder’s requirements and detailed enough for the Builder to be able to carry out proper maintenance,

dismantling, assembly, adjustments and repairs of the building and its systems, and submit to the Builder

upon the completion of works.





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The content of the instructions shall be as follows:

• Description of the safe exploitation;

• Technical dossiers of the equipment;

• Technical and usage details of the equipment;

• Documents of the inspection and tests results;

• Description of the technical service;

• Warranty obligations;

• Certificates and relevant authorisations to use in Lithuania;

• Lists of suppliers and subcontractors with their phone and fax numbers, and e-mail addresses.

The abovementioned documentation shall be submitted to the Builder upon handing-over in paper

format (1 copy). Foreign documentation shall be translated to Lithuanian language.

4. EXECUTION AND ORGANISATION OF CONSTRUCTION WORKS

4.1. General Principles

All works shall be carried out applying commonly used and requested work methods, employing

experienced and properly prepared specialists.

Construction works shall not be commenced without the Work Project approved by the Builder,

which shall comply with the solutions of the technical design.

Any equipment, technology, additives and construction methods shall comply with the requirements

of operational safety of the Republic of Lithuania.

In case the Contractor wishes to use a method which is different from the one indicated in the Project

documentation, the Contractor shall obtain the authorisation from the technical maintenance manager. The

change of work method shall not diminish the Contractor's responsibility at any level. Any costs for any re-

design due to the change of method shall be reimbursed by the Contractor.

The Contractor shall be responsible for the coordination of works with suppliers and subcontractors

on the Site. The Contractor shall prepare the work plan before the commencement of works and shall

coordinate it with the Client, and during the execution of works he shall ensure that the works are being

carried out properly and in accordance with the Project plan. Any works which are being carried out

repeatedly due to the negligence on this matter shall not be additionally reimbursed.

Managers and employees of the Contractor and subcontractors shall be trained in the set procedure.

All works shall be carried out in accordance with the solutions indicated in the project

documentation and instructions provided by the manufacturer as well as applying appropriate work

methods, and according to the useful know-how.

Work conditions and other factors affecting the execution of works shall be stipulated in advance.

It is essential to assess the order of the works, so that subsequent works would not impair the quality

of previously carried out works.

All measurements and sizes shall be established and indicated in such a manner that it is easy to use

them. Centre lines and altitudes shall be fixedly marked on immovable structures. The accuracy of the

measurements shall be verified.

The Contractor shall comply with all the provided requirements for construction errors.

The Contractor shall assess the possibility of accumulation of errors and shall ensure that they are

not adding up in one direction only.

The construction works shall comply with the measurement standards applicable in Lithuania.

All researches and tests stipulated in the technical specifications, regulations and standards of the

Republic of Lithuania shall be carried out.

The results shall be kept on the Site and later on submitted to the parties concerned for introduction.

In case the test results are worse than indicated in the requirements, the Contractor shall immediately

notify all parties concerned. In case the results are unsatisfactory and they have a direct impact on the work

results, the Contractor shall immediately notify the parties concerned about that, and organise a meeting for





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the adoption of the decisions regarding future organisation of works. If necessary, safety measures shall be

taken in order to prevent any damage or danger. Concealing of any test results shall constitute an

aggravating circumstance.

The Contractor shall provide all measures, instruments and carry out all works necessary for the

abovementioned tests and inspections.

Upon the Builder’s request, samples of products and materials referred to in the Specifications shall

be presented in the form acceptable to him before the commencement of works for approval.

The Contractor shall inform the technical maintenance manager on the Site when the quality of the

materials and works in various stages can be inspected before installing further structures or works.

Unfinished and completed parts of structures shall be protected against damage during further

works. They shall be protected against mechanical impact, dirt, corrosion, rain, moisture, snow, ice,

freezing, excessive heat and rapid drying.

Repairs shall be allowed only in cases, when such procedure is not weakening the structure and does

not damage the appearance.

In case a certain element to be repaired is made of profiled components, the damaged part can be

replaced with the new one. If the repaired element must be painted, the extent of painting shall be

coordinated with the Client.

When carrying out the works the Contractor shall:

a) arrange the supply and storage of water for any needs. Necessary supply of water for sanitary

and technical needs shall be arranged during the entire period of works until taking-over of them.

The Contractor shall arrange the accounting of water and settlement for consumption.

b) arrange the supply of electricity for any needs, its accounting and settlement for consumption.

Necessary supply of electricity shall be arranged during the entire period of works until taking-

over of them. It includes the assembly, exploitation, technical maintenance and re-assembly of

the equipment at the object until taking-over of the works.

c) arrange necessary illumination of the whole object as well as security and keeping watch on the

object until taking-over of it. It includes all necessary illumination equipment ensuring sufficient

illumination of the object and its immediate surroundings. The level of illumination shall comply

with the normative requirements.

The Contractor shall take care of any temporary buildings and access roads necessary for the

execution of works.

Operational safety measures shall comply with the normative requirements for safety technology in

construction. The Contractor shall follow the operational safety requirements during the construction until

the taking-over of the object in order to prevent incidents and accidents. The Contractor shall be responsible

for the operational safety at the object.

4.2. Execution of Works and Control

The Contractor shall coordinate the terms of construction works with the Builder and the engineer

of technical maintenance.

When carrying out the construction works:

- it shall be complied with normative requirements for safe work;

- structures of temporary fences shall be installed, places for the instalment shall be coordinated

with the engineer of technical maintenance. Temporary fences shall be installed and removed at

the expense of the Contractor.

The Contractor shall prepare the technological design basing on the solutions of the technical design,

which shall be coordinated with the Builder and the engineer of technical maintenance.

4.3. Other Aspects

Preparations for works

The submitted summary shall be interpreted together with the explanatory material and drawings of

other parts as well as the technical specifications provided in the tender documentation.





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The Contractor shall assess the works and ensure that all works necessary for the completion of the

object are included in the proposal.

The Site shall be prepared before the commencement of the construction works. First of all, the

construction territory shall be fenced, indicated engineering networks which could obstruct the execution

of the works shall be dismantled. The transferring of the remaining underground communications which

obstruct the construction shall be coordinated with the organisations which own these communications.

Temporary metering cabinet for the connection of the temporary electrical cable and laying out of all

necessary temporary communications shall be installed.

Water supply

The Contractor shall arrange the supply and storage of water for any needs. Necessary supply of

water for sanitary and technical needs shall be arranged during the entire period of works until taking-over

of them. It includes the assembly, exploitation, technical maintenance and re-assembly of the equipment at

the object as well as protection of all temporary pipelines from freezing. The Contractor shall arrange the

accounting of water and settlement for consumption.

Wastewater

The Contractor shall arrange the disposal of all wastewater at the object during the entire period of

works until taking-over of them. It includes the assembly, exploitation, technical maintenance and re-

assembly of wastewater equipment at the object as well as necessary protection of all temporary sewage

pipelines from freezing.

Electric power supply

The Contractor shall arrange the supply of electricity for any needs on the Site, its accounting and

settlement for consumption. Necessary supply of electricity shall be arranged during the entire period of

works until taking-over of them. It includes the assembly, exploitation, technical maintenance and re-

assembly of the equipment at the object until taking-over of the works.

Telephone and fax connection

The Contractor shall arrange separate telephone and fax lines for personal needs. All costs and

applications to the supplier of these services shall be included in the proposal.

Illumination and security

The Contractor shall arrange necessary illumination of the object as well as security and keeping

watch on the object until taking-over of it.

Temporary buildings

The Contractor shall arrange all temporary buildings necessary for the execution of works.

Operational safety

Operational safety measures shall comply with the normative requirements for operational safety in

construction. The Contractor shall follow the operational safety requirements during the construction until

the taking-over of the object in order to prevent incidents and accidents. The Contractor shall be responsible

for the operational safety at the object. General principles are indicated in part 5.

Authorisations

The Contractor shall obtain all necessary authorisations and approvals for the execution of the

constructions, except for the document permitting constructions.

Regulations and standards

Design and construction works, materials, testing, assembling and production methods shall comply

with the regulations and standards applicable in the Republic of Lithuania.

The successful tenderer shall submit the information about the materials and equipment intended to

be used or samples of such materials or equipment to the technical supervisor in timely manner. The

equipment and materials used on the Site shall be certified.





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Fire safety

Water for fire-fighting shall be used from the nearby water supply networks. Fire station (panel with

fire extinguishers and other fire protection inventor) shall be installed on the Site. The Contractor shall be

responsible for the fire safety of the object during the constructions.

Environmental protection

The Contractor shall be responsible for the environmental protection at the object and shall take all

the necessary measures in order not to breach any normative requirements for environmental protection.

5. OCCUPATIONAL SAFETY

5.1. General Principles

All occupational safety issues require following DT 5-00 “Rules for Safety and Health in

Construction”, STR 1.07.02:2005 “Ground Works”, “General Provisions for Workplace Establishment”,

“Provisions for Workplace Establishment in Construction”, “Safety and Health Instructions for Crane

Operator of Tracked, Wheeled, Car and Car-Type Cranes with Spec. Chassis”, “Safety and Health

Instructions for Lifting Crane Supervisor”, and other valid occupational safety documentation.

The Builder (Client) or the building project manager, the building construction manager, when more

than one contractor is included in the constructions, shall assign one or several safety and health

coordinators who shall ensure that all occupational safety and health requirements are provided, and shall

coordinate and control the fulfilment of the occupational safety and health requirements laid down in the

normative legislation during the construction works.

Before the commencement of the construction in the territory of the operating school, the Contractor

of the construction and the Head of the Company shall formalise a certificate-authorisation, which shall

indicate the measures, ensuring occupational safety.

The Builder (Client) or the building construction manager shall submit a prior notice on the

commencement of the construction to the territorial division of the State Labour Inspectorate no later than

10 calendar days before the commencement of the construction works.

Workers shall be introduced to the requirements of the technological design before the

commencement of works, a briefing shall be conducted, and the workers shall be provided with work

clothing, footwear, helmets, safety belts and other necessary equipment. Appointment-authorisation shall

be issued for the execution of works in hazardous areas, which are constantly exposed to the risk factors or

may be exposed to (may occur), regardless of the nature of the work under execution.

The building construction manager shall install (organise) a stand with information about the

building under construction near the construction land plot (Site).

All mechanisms, vehicles and equipment used in the construction shall be accompanied by the

dossier of the manufacturer, shall be in good working order and used for their intended purpose in

accordance with the recommendations of the manufacturer. They also shall comply with all requirements

laid down in the normative legislation.

When excavators are used for digging up the soil, workers are not allowed to work closer than 5

meters from the excavator swing radius. The excavator must be placed at least 2 meters from the excavation

edge with the excavator bucket lowered to the ground during the work breaks. The boom must be directed

precisely towards the moving direction when a single-bucket excavator is on the move, and the bucket must

be lowered 0, 5 – 0, 7 meters to the ground. The excavator must not move with the bucket full of soil. In

addition, it is forbidden to use the bucket of the excavator for lifting the oversized blocks of soil, logs,

beams, bundles of boards, and etc. Soil is to be poured into the vehicles only from the side or the back of

the excavator bodywork. When pouring the soil into the vehicle, workers are not allowed to stand in the

swing radius of the bucket.

Ground works in the existing underground communications areas are allowed only after receiving

a written authorisation from the organisations to which these communications belong. Routes of

underground communications shall be marked on the ground surface before digging up the soil. The





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construction manager shall manage and supervise the ground works in such area, and after the soil is dug

nearby electrical cables or any other lines of engineering networks, the representative of the organisations

responsible for such communications shall be present when carrying out the works. Digging up of electrical

cables and other engineering networks is allowed only using shovels and working really carefully.

In case any underground communications unmarked in the drawings are found, the soil shall not be

dug until a written authorisation from the organisation to which such communication belongs is obtained.

Digging up of wet sand, loess or bulk soil is not allowed before the reinforcement of the walls of

excavation. The construction manager shall constantly supervise the works when digging extremely damp

or wet soil, since the angle of natural fall of the soil alters upon the change of the humidity of the soil;

therefore, the slope of the excavations may slip down and fall upon the people working in the excavation.

The construction manager shall inspect the excavation and determine the condition of the soil before each

the beginning of each shift. If necessary, he shall take any measures to protect the workers against any

possible accidents at work.

Before lifting any structures, each element shall be inspected and appropriately prepared for that.

Marking of the element, the condition of the hooking elements, and fastening of the structure in the design

position shall be examined during the inspection.

Structures shall be suspended in accordance with the suspension schemes, provided in the

technological scheme.

Enclosed scaffolds shall be used for the mounting of structures.

The work supervisor shall directly manage the works when lifting non-standard loads without any

lifting loops, holes or marks indicating their lifting positions.

Removable suspension devices for structures and containers shall be marked, and their lifting

capacity and the testing date shall be indicated.

Structures shall be lifted only after the inspection of their level of security for hanging. For that

purpose a hitched structure shall be lifted to 30-40 cm height and inspected.

Rope guy lines are used for restraining lifted structures from swinging and spinning.

People are not allowed to stand on the structures which are being lifted, moved or lowered. The

structures shall not be left suspended or unfastened after the work or its interruption.

Structures shall be lifted and lowered smoothly, without any jolting.

Structure assembly–disassembly works shall not be carried out in the presence of the wind speed of

15 m/s or higher, in case of glazed frost, dense fog, during a storm or at the nigh time without illumination.

A team of installers shall be provided with reliable technological equipment (guy lines, struts,

installing tools). Movable installing ladders, landings and scaffolds shall be in good technical condition.

Potential risk factor areas shall be marked using warning signs. Pathways in the workplace and on

the entrance to it shall be installed at least of 0, 6 m of width and at least of 1, 8 m of height. Pathways and

workplaces in the height of 1, 3 m or higher shall be enclosed using temporary fences. Ladders with fences

or stairs shall be installed in the pathways with the slope of more than 20°. In case there are no fences,

safety belts shall be used. Routes, pathways and workplaces, where assembly – disassembly works are

being carried out, shall be illuminated with at least 30 lx, they shall not be obstructed and constantly cleaned.

Stepladders with handrails shall be installed for going up and down the trenches and pits.

Upon fulfilment of his obligations the employer shall implement all the measures ensuring that the

temporary work at height is being carried out safely, as if working under ergonomic conditions (not at

height). Pursuing this objective the employer shall choose such work equipment, which provide the best

guarantee for safe working conditions. Collective protection equipment shall be preferred over personal

protection equipment. Parameters of work equipment shall correspond to the nature of the work which is

to be carried out as well as possible load, and conditions for the workers to be able to move safely shall be

ensured. The most appropriate and the safest measures for accessing the temporary workplaces at height

shall be selected having regard to the frequency and duration of their use as well as the established lifting

height. In case of imminent danger, the selected measure shall be adapted for evacuation. Passage in either

direction between a means of access and platforms, scaffold decks or stairs must not give rise to any

additional risks of falling.





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Ladders for the work at height shall be used only when the use of safer devices is inappropriate due

to the low risk and short duration of use or due to any other features of the Site, laid down in the

Construction Project, which cannot be changed by the employer.

Depending on the type of selected work equipment, necessary measures, reducing the risk which is

posed by such type of work equipment and their use to the workers, shall be applied. If necessary, measures

preventing falling shall be installed. They shall be sufficiently firm and adapted to prevent from falling or

holding up when falling, and, to the possible extent, to be able to protect the workers from injury in case of

a fall.

Temporary work at height shall be carried out only when meteorological conditions do not pose any

risk to the safety and health of the workers.

In case there is no document with the calculations of the characteristics of the scaffolds available

before using scaffolds or in case the positioning of the intended structural elements is not provided in such

a document, the calculations of the solidity and stability of the scaffolds shall be carried out, except the

cases when the scaffolds are installed in accordance with the general references to the recognised standards.

Having regard to the complexity of the selected scaffolds, the work supervisor shall prepare the

project for their assembly, use and disassembly. A typical project supplemented with detailed instructions

for the construction of scaffolds, the assembly, disassembly and changing of their elements may be used.

Supporting components of the scaffolds shall be protected against slipping by attaching them to the

supporting surface using a special device or other measures preventing slipping; the surface supporting the

scaffolds and their load shall be sufficiently firm. The scaffolds shall be stable. Wheeled scaffolds shall be

protected against moving accidentally during work at a height.

The dimensions, form and layout of scaffolding decks must be appropriate to the nature of the work

to be performed and suitable for the loads to be carried and ensure safe work and passage. Scaffolding decks

must be assembled in such a way that their components cannot move in normal use. There cannot be any

dangerous gaps between separate deck components and vertical collective safeguards.

When the scaffolds are not prepared for use, i.e. when the scaffolds are being assembled, repaired,

dissembled or changed, they shall be marked using general warning signs in accordance with the

requirements of the provisions of the Use of Safety and Health Protection Signs in the Workplace (Official

Gazette, 1999, No. 104-3014), and they shall be fenced in order to prevent the workers from accessing the

hazardous area.

The scaffolds shall be assembled, repaired or relocated only under the supervision of the work

supervisor. Only such workers shall carry out this work, who are specifically trained to carry out these

works in the established procedure. These workers shall be introduced to:

1) the project for the assembly, disassembly or change (reassembly) of the selected scaffolds;

2) the safety requirements when assembling, using, disassembling or reassembling the scaffolds;

3) the used measures protecting people or items from falling;

4) the safety measures which must be followed in case of the change in meteorological conditions,

which can affect the scaffold compliance with safety requirements;

5) the permitted scaffold loads;

6) any other risk which can be related to the works of assembly, disassembly or reassembly of the

scaffolds, as well as to the potential risks when using scaffolds.

7) The supervisor and the persons carrying out the works shall be provided with the project for the

assembly and disassembly of the scaffolds with the instructions for assembly, use and

disassembly.

Areas for the disassembly-dismantling of the building structures shall be fenced using warning

barriers at the distance of at least 5 m from the edges of the disassembling structures.

Welding machines, electric cables, gas hoses, gas cylinders, and devices for connection of electric

welding apparatus to a power supply shall be in good working order and safe to use. Only an electrician or

a welder himself shall connect the electric welding apparatus to a power supply provided that he has

appropriate qualification and authorisation of responsible persons. Welding works at height are allowed to

be carried out only using scaffolds or tower platforms.





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If electric devices (drills, saws, and etc.) are to be used, they shall be in good working order. Electric

devices shall be protected from the outside in such a manner that no other bodies or water can access them,

and that a person is prevented from direct contact of parts carrying electrical current. The class of devices

shall comply with the conditions of their use (outside, hazardous and extremely hazardous premises).

Domestic premises (for resting, eating, changing, cleaning up, and etc.) shall be installed at the

construction object. First-aid-kit shall be available in the domestic premises. Primary fire-fighting measures

prepared in accordance with the applicable standards shall be available at the object.

Specific measures ensuring occupational safety are stipulated and described in the work technology

project.

5.2. The List of Potentially Hazardous Workplaces on the Site:

1. Works are being carried out at least 5 m from the ground, flooring or the deck surface, when

the main protection measure from falling is safety belt.

2. Excavation of soil in the excavations lower than 1, 5 m.

3. Work in the mechanism operation areas.

4. Work with operating electrical equipment, the alternating current of which is 50 Hz, voltage of

the alternating current – more than 42V, and of the direct current – more than 110V.

5. Fire-fighting, elimination of the results of emergency and natural disasters.

5.3. The List of Works with Noxious Substances and Dangerous Equipment:

1. Gas welding and cutting works.

2. Electric welding.

3. Fastening of structures and components using foam gun.

4. Painting works in enclosed premises using bitumen and stove varnish, nitrocellulose paint and

lacquer containing benzoyl, toluene, compound alcoholic and harmful chemical substances as

well as the components of such paint.

5. Work with gas flame equipment when carrying out coil coating or its repairs.

5.4. Hazardous Areas on the Site:

1. Near non-insulated equipment parts carrying electrical current.

2. Unfenced areas at height, when the height is more than 1, 3 m.

3. Where the concentration of hazardous and/or noxious substances in the air of the workplace

may exceed the limits.

4. Areas near the buildings under construction and the structures or equipment which are being

assembled (disassembled).

5. Areas with the works of assembly (disassembly) of structures or equipment carried out above.

6. Areas with the loads being lifted and transported with lifting cranes above.

7. Where machinery or parts of them and work equipment is on the move.

6. COMPLETION OF THE BUILDING CONSTRUCTION

The Contractor shall organise the completion of the building construction in accordance with STR

1.11.01:2010 “Completion of Construction” and shall invite the Builder in order to obtain the certificate of

the completion of the building construction.

The Contractor shall prepare the documentation indicated in STR 1.11.01:2010 “Completion of

Construction” as well as any other necessary documentation and submit it to the Commission of the

Completion of the Building Construction.

Upon handing over of the works the Contractor shall provide the sets of the certificates of all used

materials, structures and equipment, technical dossiers and other information, certificates of the covered

works, supplementary drawings and any other documentation, which the state supervisory authorities and

organisations issuing technical conditions will request in accordance with the laws and regulations of the

Republic of Lithuania.





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During the construction works the Contractor shall obtain and continuously keep a logbook of the

construction works of the form established in Lithuania.

The Contractor shall submit the set of exploitation and maintenance instructions for further

exploitation of the building and external equipment.

All subcontractors and their material and equipment are subject to the abovementioned requirements.

Documentation shall be complied in files and managed under the content.

All instructions for use and drawings shall be in Lithuanian language.

Covered building structures, components and construction works shall be presented to the Builder

for acceptance and appropriate entries into the logbook of the construction works shall be made. In case of

failure to do so, the Builder shall have the right to request that the covering material or its parts are removed.

The costs resulting from the failure to comply with the procedures shall be covered by the Contractor even

in such case when the covered work is properly completed.

The Contractor shall assume administrative, civil and criminal liability established by the laws of

the Republic of Lithuania for consequences of poorly performed construction works during the construction

period and the building warranty period established in the Contract (starting with the date of the recognition

of the building as suitable for exploitation), but not shorter than:

1) 5 years for construction, electricity and mechanical works performed on buildings, structures;

2) 10 years for installation works of concealed building elements;

The Contractor undertakes to repair the defects caused by inadequate quality of works, poor

structures, and inappropriate materials urgently during the warranty period at its own expense.

Defects which may cause inconvenience or additional damage shall be rectified immediately. In

case defects are found or occurred during the exploitation of the building, the Builder shall inform the

Contractor about them in writing and shall indicate the term for the remedy of defects. The final inspection

shall be carried out one year after the moment of taking over of the building. The liabilities of the Contractor

shall include the remedy of all defects and deterioration, except those caused by inappropriate exploitation.

All remedy works shall be carried out by the Contractors or the suppliers under the proper

supervision of the Contractor.

All works shall be carried out in accordance with the project requirements, appropriate work

methods and quality standards.

The Contractor shall ensure the warranty service of the installed equipment during the warranty

period of such installed equipment on standard business hours. The warranty service shall include all repair,

unit change, transportation and loading costs, related to the travelling due to the provision of the services

during the period indicated in the Tender Proposal.

Final cleaning works include:

- cleaning of the floor in accordance with the manufacturer’s instructions;

- removing of protective packaging of the heating radiators;

- cleaning of toilet fittings, water supply pipes, valves, drainage holes on the floor and odour

collectors;

- cleaning of the heating radiators and pipes, hot water valves;

- cleaning of the fittings;

- lubrication of hinges, locks and latches with oil, if there was no opportunity to oil them when

installing;

- cleaning of the windows;

- complete management of the territory of the object or any other territory the Contractor was

allowed to use.





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Project – “Construction Project for the Special Purpose Building (Warehouse) at General Silvestras

Žukauskas Training Area, Mažalotė vill. 9, Pabradė Eldership, Švenčionys Distr.”

Client – Infrastructure Development Department under the Ministry of National Defence Designer – “Panevėžio miestprojektas”, UAB Project Manager – Marijus Ponomariovas

REPORT ON THE COORDINATION OF THE SOLUTIONS OF THE PROJECT PARTS

Order

No. Project Components SPM/Qual. Certif. No. Signature

1. General Considerations (BD) Marijus Ponomariovas /

Qual. Certif. No. 27845 /Signature/

2. Site Plan (SP) Arvydas Narkevičius /

Qual. Certif. No. A1291 /Signature/

3. Architecture (SA) Arvydas Narkevičius /

Qual. Certif. No. A1291 /Signature/

4. Structures (SK) Sofija Jučytė /


5. Water Supply and Waste Water Utilities

(VN)

Regina Podėnienė /


6. Heating, Ventilation and Air Conditioning

(ŠVOK)

Lina Janulevičienė /


7. Gas Pipeline (D) Regina Podėnienė /


8. Electrical Engineering (E) Vilmantas Štaupas /


9. Electronic Communications (ER) Vilmantas Štaupas /


10. Fire Alarm (GSS) Vilmantas Štaupas /


11. Process Control and Automation (PVA) Vilmantas Štaupas /


12. Heat Production and Supply (ŠG) Lina Janulevičienė /


13. Construction Cost Estimation (KS) Vita Vienažindienė /


/Emblem of organisation/ STATYBOS PRODUKCIJOS

SERTIFIKAVIMO CENTRAS

State Enterprise “Statybos produkcijos sertifikavimo centras”, company code 110068926, Linkmenų str. 28, LT-08217 Vilnius

QUALIFICATION

CERTIFICATE

No. 27845

Marijus Ponomariovas

Personal number 38011230682

The right to hold the position of the manager of the special building project and the manager

of the supervision of the execution of the special building project is granted.

Buildings: residential and non-residential buildings; transport communications: roads (streets);

engineering networks: water supply, heating supply, waste water utilities; other engineering

structures.

Director /Signature/ Robertas Encius

/Seal: The Republic of Lithuania * Vilnius * State enterprise * SPSC * Statybos produkcijos

sertifikavimo centras/

Issued on the 28th of October, 2016

First issued on the 29th of November, 2011 Qualification certificate register is published on www.spsc.lt

1715

2

PRIVATE LIMITED LIABILITY COMPANY “PANEVĖŽIO MIESTPROJEKTAS”

ORDER

REGARDING THE APPOINTMENT OF THE PROJECT MANAGER

21st of November, 2016 No. V-15/2

Panevėžys

Marijus Ponomariovas (qualification certificate No. 27845) is hereby appointed to be the

Manager of the Technical Project for the Construction of the Special Purpose Building (I, IV Supply

Class Warehouse) at General Žukauskas Training Area, Švenčionys Distr. Muni., Pabradė Eldership, in

accordance with the Contract for the Services of Construction Design and Project Execution Supervision

of the 2nd of November, 2016.

The obligations and rights of the Building Project Manager are described in STR 1.05.06:2010

“Building Design”.

Director /Signature/ Vytautas Sukackas

I have read:

M. Ponomariovas /Signature/

WORK GROUP FOR PREPARATION OF THE PROGRAM TASK, FORMED UNDER

THE ORDER NO. V-1095 OF THE MINISTER OF NATIONAL DEFENCE OF THE

29TH OF OCTOBER, 2015

APPROVE

Vice-Minister for Resources,

Finance, Infrastructure and

Communications

Ramūnas Usonis (name, surname)

/Signature/ (signature)

PROGRAM TASK

FOR PREPARATION OF THE DESIGN PROPOSALS FOR THE CONSTRUCTION OF

THE WAREHOUSE (AT GENERAL SILVESTRAS ŽUKAUSKAS TRAINING AREA,

ŠVENČIONYS DISTR. MUNI., PABRADĖ ELDERSHIP)

12th of January, 2016 No. 21 VL-8

Vilnius

(city)

1. Project name: Construction Project for the Special Purpose Building at General Silvestras

Žukauskas Training Area, Švenčionys Distr. Muni., Pabradė Eldership, Meškerinė vill.”

2. Total area:

2.1. of the building under reconstruction – N/A.;

2.2. of the reconstructed building – N/A.;

2.3. of the building under major repair works – N/A.;

2.4. area of the new building under construction – approximately 920 m2, precise measurements

of the area will be established after the preparation of the design proposals.

3. Legal registration of the object:

3.1. document for the site delimitation – Decision No. 237 of the Board of Švenčionys Distr.

as of 28/09/2000;

3.2. Agreement on Lease of the State-Owned Land – the state-owned land is being used on a

fiduciary basis in accordance with the Resolution No. 545 of the Government of the Republic of

Lithuania of 12/05/2000 and the Order No. 3779-86 of the County Governor of 03/11/2000;

3.3. marking of the land plot registered in the Register of Real Property and the rights to it –

unique No. 8638-0004-0008, register No. 86/8887;

3.4. marking of the building registered in the Register of Real Property and the rights to it –

N/A.

4. Basis for the Program Task:

4.1. Guidance for the Planning of National Defence System for 2016-2021;

4.2. Order No. V-1095 “Regarding the Formation of the Work Group for Preparation of the

Design Tasks, Related to the Construction of the Buildings of the General Silvestras Žukauskas

Training Area of the Lithuanian Armed Forces” as of the 29th of October, 2015.

5. Number of employees requiring a workplace – 10.

6. Maximum number of people in the building – 30, of which:

2

6.1. 25 men;

6.2. 5 women.

7. Working premises (Annex No. 2):

7.1. facilities for the shooting ranges exploitation unit No. 11:

7.1.1. workplaces – 10;

7.1.2. computer workstations – 4;

7.1.3. sets of furniture No. 4 – 10 units;

7.1.4. printer – 1 piece.

8. Specialised premises (Annex No. 2):

8.1. Warehouse premises No. 1 of approximately 180 m2, where the following shall be

intended:

8.1.1. metal shelving appropriate for the storage of 100 pieces of equipment. Shelving shall be

designed to have 3 (three) shelves with an option to alter the height of the shelves every 5 cm.

Dimensions of one piece of the equipment to be stored (length L x width W x height H) – 1500 x 700

x 500 mm, weight – approximately 160 kg. The equipment is intended to be loaded manually and

stored on the floor, on the 1st and the 2nd shelves. The top (the 3rd) shelf is to be a spare one for the

storage of oversized or currently unforeseen equipment, loading it using electric forklift;

8.1.2. electric installation (220V) for charging the batteries of lifters (50 outlets in the perimeter

of the premises);

8.2. Warehouse premises No. 2 of approximately 144 m2, where the following shall be

intended:

8.2.1. metal shelving appropriate for the storage of 100 pieces of equipment. Shelving shall be

designed to have 3 (three) shelves with an option to alter the height of the shelves every 5 cm or less.

Dimensions of one piece of the equipment to be stored (L x W x H) – 750 x 400 x 300 mm, weight –

approximately 20 kg. The equipment is intended to be loaded manually and stored on the floor, on

the 1st and the 2nd shelves. The top (the 3rd) shelf is to be a spare one for the storage of oversized or

currently unforeseen equipment, loading it using electric forklift;

8.2.2. to provide for electric installation (220V) for charging the batteries of lifters (100 outlets

in the perimeter of the premises);

8.3. Warehouse premises No. 3 of approximately 50 m2, where metal shelving for the storage

of paper targets shall be intended. Shelving shall be designed to have 3 (three) shelves with an option

to alter the height of the shelves every 5 cm or less. Dimensions of the packaging of paper targets to

be stored (L x W x H) – 1000 x 1000 x 300 mm, weight – up to 20 kg;

8.4. Warehouse premises No. 4 of approximately 72 m2, where metal shelving (taking up

approximately 30 percent of the warehouse area) with adjustable shelves for the storage of bottled

water, and a place to store goods on euro pallets (taking up approximately 50 percent of the warehouse

area) shall be intended;

8.5. Warehouse premises No. 5 of approximately 72 m2, where metal shelving (taking up

approximately 30 percent of the warehouse area) with adjustable shelves for the storage of dry food

rations, and a place to store goods on euro pallets (taking up approximately 50 percent of the

warehouse area) shall be intended;

8.6. Warehouse premises No. 6 (12 units) of approximately 20 m2 each, where metal shelving

(taking up approximately 30 percent of the warehouse area) with adjustable shelves for the storage

of the material valuables of the unit, and a place to store goods on euro pallets (taking up

approximately 50 percent of the warehouse area) shall be intended;

8.7. Equipment technical maintenance and minor repairs premises No. 7 (non-permanent

workplaces) of approximately 84 m2 parallel to the warehouse premises No. 1 and No. 2. 2 (two)

workplaces (non-permanent), where the following shall be intended:

8.7.1. electric installation for connection of at least 10 pieces of domestic devices, power

ventilation systems;

3

8.7.2. necessary inventory:

8.7.2.1. work tables with metal table tops and lockable metal drawers (1960 x 600 x 890 mm)

– 2 pieces;

8.7.2.2. lockable cabinets for tools (1000 x 435 x 1090 mm) – 2 pieces;

8.7.2.3. cabinets for tools on wheels with lockable metal drawers (765 x 465 x 825) – 4 pieces;

8.7.2.4. a trolley for the equipment (L x W) 1500 x 800 mm, permitted load 400 kg, with metal

corrugated surface – 2 pieces;

8.8. Technical premises No. 8 of approximately 20 m2 with separate entrance from outside,

where electrical input and a place for the storage of the fire-fighting and economic inventory as well

as electric forklift shall be intended;

8.9. Battery charging premises No. 10 of approximately 8 m2 parallel to the Equipment

technical maintenance and minor repairs premises No. 7, where the following inventory shall be

provided:

8.9.1. shelving appropriate for the storage of 30 pieces of alkaline batteries (100 Ah);

8.9.2. battery charger(-s) suitable for simultaneous charging of 20 pieces of alkaline batteries

(100 Ah);

8.10. Sanitary unit for employees No. 9.

9. Stored valuables, equipment according to the groups:

9.1. Target lifters and control modules;

9.2. Paper targets;

9.3. Bottled water (on euro pallets);

9.4. Dry rations (on euro pallets);

9.5. Dry rations (in boxes);

9.6. Radio stations, mobile modules of battle management systems;

9.7. Protection nets, camouflage nets, wheel chains for wheeled/tracked vehicles;

9.8. Additional protection for armoured vehicles (metal sheets);

9.9. Sets of 10-person tents and outdoor beds;

9.10. Euro pallets;

9.11. Barb wire;

9.12. Timber (logs up to 3 m of length);

9.13. Other valuables of the unit, which do not require specific conditions for storage.

10. Requirements for the setting up of the building:

10.1. General requirements:

10.1.1. to intend the sloping roof and external walls of the building to be installed using

prefabricated and prefabricated modular structures;

10.1.2. to intend the installation of the premises with regard to the purpose of the premises,

stored material valuables and intended activities there;

10.1.3. to intend a necessary amount of industrial sectional (power-operated) roller gates with

technical means for the access to the services by bulky, heavy and light vehicles having regard to the

layout of the warehouse premises in the building/s and the location on the Site. To intend an

emergency opening method in the event of a power supply interruption;

10.1.4. to intend separate entrances to the warehouse premises near the access gates to the

warehouse premises;

10.1.5. to foresee that electric forklift (1,9 x 1,2 m) with lifting power up to 2 t, lifting height

up to 3 m, will be used for loading/unloading;

10.1.6. to intend the possibility to serve all warehouse premises with the electric forklift, to

plan lockable gates/doors on the route of the forklift between the warehouse premises;

10.1.7. not to plan any thresholds on the entrances/exits to/from the premises;

10.2. Requirements for the premises:

4

10.2.1. relative air humidity in the storage premises of target lifters, equipment and their control

modules No. 1 and No. 2 and paper targets storage premises No. 3 shall not be more than 30 %;

10.2.2. relative air humidity in the premises (except for the ones mentioned in the clause 10.2.1)

shall not be more than 70 %;

10.2.3. to intend the floors in the premises which are resistant to physical effects (vehicle is

described in the clause 10.1.5);

10.2.4. to intend coverings with regard to the purpose of the premises: hermetic, not accumulating

dust and moisture;

10.2.5. to intend wired fire alarm system with the option to control it from the premises of the

staff on duty in the barrack building (Annex No. 1).

10.3. Requirements for the access:

10.3.1. to plan a cargo lot with hard (concrete) pavement, designed to provide access to the

wheeled vehicles. Maximum axle load for a single wheeled (four-axle) vehicle – up to 6 t;

10.3.2. to intend loading/unloading ramp of 1 m of height near the building with the availability

to approach/departure on/off the ramp and resistant to physical effects as well as providing great

manoeuvring options for the vehicle described in the clause 10.1.5;

10.3.3. to intend the access road to the building of hard concrete pavement, coordinating it with

the construction solutions of the stage I;

10.3.4. to foresee the possibility to install an additional heating system in the premises for the

storage of the material valuables No. 6 in accordance with a separate project.

11. Installation of security systems – will be implemented in accordance with a separate project.

12. Installation of the radio and television – N/A.

13. Means of communication – to intend a telephone connection in the working premises,

described in the clause 7, in accordance with the table:

Order

No. User

Number of telephones

local connected to KATT

1. Specialists of the shooter range

exploitation unit - 1

Total: - 1

14. Computerisations of workplaces – to intend the computer network in the working premises,

described in the clause 7, in accordance with the table:

Order

No. User

Number of computers

connected to the unit

network (LAN)

connected to the NDS

network (WAN)

1. Specialists of the shooter range

exploitation unit 2 2

Total: 2 2

15. Category of the electric power supply:

15.1. current – III;

15.2. required – III.

16. Specific requirements for the installation of the engineering systems of the building:

16.1. to intend all engineering systems, necessary for the functioning of the building and safe

exploitation with regard to the purpose of the building, safety requirements, activities and

requirements for the premises;

5

16.2. to intend a separate energy resources accounting for the warehouse building;

16.3. to foresee the possibility to connect autonomous power supply source (diesel generator);

16.4. to intend air ventilation system, which shall ensure and maintain regulatory air quality in

accordance with the purpose of the premises, microclimate, energy supply, and the features of

exploitation regime. Natural ventilation system shall be applied when designing the ventilation

system;

16.5. to foresee the heating supply source and the heating system for the building (except for

the warehouse premises No. 6) after the assessment of the most economic option in respect of the

exploitation;

16.6. to plan the illumination of the building premises;

16.7. to provide for electric installation and energy-saving lamps.

17. Specific requirements for the engineering buildings, ensuring the functioning of the

building:

17.1. to assess the engineering networks currently present in the territory, their capacities, and

to foresee the possibility to connect the engineering systems of the building to them;

17.2. to intend the laying out of communication channels with intermediate manholes every 50

m to the premises of the staff on duty in the barrack building (Annex No. 1);

17.3. to plan the illumination of the accesses and entrances to the building during the hours of

darkness. To intend the control of the illumination to be by the light sensor and lighting control switch

at the premises of the staff on duty;

17.4. to provide for the protection of the building and equipment against lightning and static

electric charge. All electrically conductive parts of technological devices must be grounded,

regardless of whether other protective measures against static charge are being used;

17.5. to provide for the management of the territory surrounding the building;

17.6. to renew the pavements of the transport communications in the area of the territory under

management;

17.7. to provide for rainwater drainpipes from the building and the territory around the building;

17.8. to provide for the management of the pavements, damaged during the construction works.

18. The need to carry out geological engineering and geotechnical researches – to carry out

all researches as defined in STR 1.04.02:2011 “Geological Engineering and Geotechnical

Researches”.

19. Content of the Design Proposals:

19.1. description of the designed building and its adjacencies as well as conditions: location of

the building construction, terrain, type of construction, purpose of the building, category of the

building, other necessary data;

19.2. short description of the construction site: buildings located on the site, engineering

networks and equipment, greenery, geological and hydrogeological conditions, sanitary and

ecological situation, surrounding buildings;

19.3. description of current engineering systems and evaluation of their usage options;

19.4. description of the engineering networks and transport communications present on the

construction site, and evaluation of their usage options;

19.5. short description and substantiation of the necessary to be carried out/ carried out

researches;

19.6. description of the planning solution of the building (premises) in functional

(technological) terms, and the plans (schemes) of the building (premises);

19.7. description of future foundations, floors, ceilings, claddings, roof, retaining walls and

other load-bearing structures of the building, and their schemes;

6

19.8. construction products intended to be used for the floors, walls, partitions, doors, roof, and

the finishing of the building and other building elements;

19.9. information about heating, ventilation and air conditioning systems intended to be

installed in the building, and their principal schemes;

19.10. short description of the intended electrical engineering, electronic communications and

security (fire) alarms solutions in the building, and their schemes;

19.11. information about the intended engineering systems solutions;

19.12. description of the site management, transport communications and other buildings, and

the principal schemes of the layout as well as the description of the future impact on the environment;

19.13. indicative, substantiated price of the construction of the building (buildings).

20. Legislation defining specific requirements for the setting up of the building in NDS:

20.1. Order No. V-1074 of the Minister of Health of the Republic of Lithuania of the 23rd of

September, 2015 “Regarding the Amendment of the Order No. V-568 of the Minister of Health of

the Republic of Lithuania of the 11th of August, 2004 “Regarding the Lithuanian Hygiene Norm HN

56:2004 “Military Territory. Rules on Building Setting up and Maintenance””;

20.2. Order No. 19 of the Commander of the Armed Forces of the Republic of Lithuania of

12/01/2001 “Regarding the Preparation of Sheets on Furniture and Economic Inventory of the

Divisions of the Lithuanian Armed Forces”;

20.3. Order No.V-809 of the Minister of National Defence of the Republic of Lithuania of

10/08/2015 “Regarding the Approval of the Requirements for Installation of Communications and

Computer Networks and Repealing of the Order No. V-237 of the Minister of National Defence of

the Republic of Lithuania of 02/03/2001 “Regarding the Requirements for Installation of

Communications and Computer Networks””.

ATTACHED:

1. Scheme of the Territory of the 1st Military Cantonment of GSŽTA (Annex No. 1), 1 page.

2. Principal Scheme of the Warehouse (Annex No. 2), 1 page.

Notes:

1. To intend demolition of the buildings, if necessary, in the area of the construction of the building.

2. The solutions upon preparing the design proposals shall be coordinated with the Client and the

designing company, which prepares the technical projects of the 1st development stage for the site

management of the territory of the 1st military cantonment of the General Silvestras Žukauskas

Training Area of the Lithuanian Armed Forces and the construction of outdoor engineering networks

and buildings.

Team Manager /Signature/ Major Vidas Šilaika (signature) (name, surname)

COORDINATED

Program Coordinator

Colonel Danas Mockūnas (name, surname)

(signature)

…… of December, 2015

Annex No. 1

PROGRAM TASK FOR PREPARATION OF THE DESIGN PROPOSAL FOR THE

CONSTRUCTION OF THE WAREHOUSE (AT GENERAL SILVESTRAS ŽUKAUSKAS

TRAINING AREA, ŠVENČIONYS DISTR. MUNI., PABRADĖ ELDERSHIP)

SCHEME OF THE TERRITORY OF THE 1ST MILITARY CANTONMENT OF GSŽTA

PRELIMINARY SCHEME FOR THE DEVELOPMENT OF THE 1ST MILITARY CANTONMENT OF

GSŽ TRAINING AREA

Premises of the

staff on duty (in the

building 51O1b)

Intended

warehouse

location

Headquarters

Canteen

Sanitary units

Warehouse (MILES)

Warehouse (administrative)

Barracks (150 + MED)

Gas storage facility

Wastewater treatment equipment

Water borehole

CURRENTLY EXPLOITED BUILDINGS

Barracks

Formation square

Technology fleet

Hangar for heavy tracked equipment

Carwash with the place for a gas station

Ammunition/explosives storage place

Warehouse (for companies)

Warehouse (DFR/water)

Warehouse (targets/lifters)

Garage with repair shop

Pass checkpoint

Outdoor camp (1000 soldiers)

Multifunctional headquarter staff training building

Sports complex

Vehicle parking lots

Intended new routes

HELIPAD

Fence

PLANNED INFRASTRUCTURE

For administration For training

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INFRASTRUCTURE DEVELOPMENT DEPARTMENT

UNDER THE MINISTRY OF NATIONAL DEFENCE

APPROVE

Director of the Infrastructure Development

Department under the Ministry of National

Defence

/Signature/

Lt. Col. Vidas Šilaika

BUILDING DESIGN TASK

19th of April, 2017 No. 1P-14

Vilnius

1. Building (Project) name – Construction Project for the Special Purpose Building

(Warehouse) at General Silvestras Žukauskas Training Area, Mažalotė vill. 9, Pabradė Eldership,

Švenčionys Distr.

2. Stages of the Building Project preparation – technical and work projects.

3. The scope of the design services – according to the Contract for the Services of Construction

Design and Project Execution Supervision No. 16P-49 (5.5) of the 2nd of November, 2016.

The content of the Technical Project and the level of detail (completeness) of the solutions of its

parts shall comply with the requirements of the Annex No. 8 of STR 1.04.04:2017 “Structure Design,

Project Expertise”.

The content of the Work Project and the level of detail (completeness) of the solutions of its parts

shall comply with the requirements of the Annex No. 9 of STR 1.04.04:2017 “Building Design”.

4. Prepared (received) Building Project preparation documents:

4.1. Program Task for Preparation of the Design Proposals for the Construction of the Warehouse

(at General Silvestras Žukauskas Training Area, Švenčionys Distr. Muni., Pabradė Eldership) No.

21VL-8 of the 12th of January, 2016 (hereinafter – the Program Task);

4.2. Extract from the Central Databank of the Register of Real Property. Register No. 86/8887.

Unique No. of the land site 8638-0004-0008;

4.3. Land Site Plan.

4.4. Topographic Image of January of 2017, Scale 1:500;

4.5. Letter of the Logistics Command of the Lithuanian Armed Forces No. S-83 “Regarding the

Submission of Information” of the 7th of February, 2017;

4.6. Letter of the Infrastructure Development Department under the Ministry of National Defence

No. IS-222 (1.19) “Regarding the Conditions for Connection” of the 21st of February, 2017 with the

attached document (Conditions for Connection No. TS17-05499 of the 17th of February, 2017);

4.7. Letter of the Infrastructure Development Department under the Ministry of National Defence

No. IS-476 (1.19) “Regarding the Design Proposals” of the 10th of April, 2017, under which the

prepared Design Proposals have been approved;

4.8. Geological engineering researches carried out in 2017;

4.9. Design Proposals No. P/6875-01-PP prepared in February of 2017 (hereinafter – the Design

Proposals).

5. The requirements of the Builder (technical specifications): the design solutions shall

comply with the requirements of the Program Task and the essential solutions of the coordinated

Design Proposals No. P/6875-01-PP.

5.1. Functional (purpose) and use (exploitation) indicators:

5.1.1. Main intended use of the building – special;

5.1.2. Number of floors in the building – 1;

2

5.1.3. Area of the building development, general area and volume – in accordance with the

Design Proposals;

5.1.4. Stored valuables, equipment according to the groups – in accordance with clause 9 of the

Program Task;

5.1.5. Number of employees requiring a workplace – 10;

5.1.6. Maximum number of people in the building – 30, of which: 25 men, 5 women;

5.1.7. Category of the electric power supply – III;

5.1.9. Type of Construction – construction of a new building;

5.1.10. Category of the building – Special Building.

5.2. Requirements for setting up of the building (its parts, engineering networks and other

structures located in the territory): indicated in the documents attached to this Building Design Task.

It is necessary to provide for the fixing, reconstruction of the coverings and engineering structures,

which might be damaged during the construction works, when preparing technical and work projects.

The connection of the building to the modular transformer substation shall be designed as well as the

modular transformer substation and its connection to the overhead electric line of 10 kV.

5.3. Security requirements for the protected territory: none.

5.4. Requirements for the protection of immovable cultural properties: none.

5.5. Technical, architectural, quality and other solution requirements according to the

parts of the Building Project:

5.5.1. The content of the Technical Project and the level of detail (completeness) of the solutions

of its parts shall comply with the requirements of the Annex No. 8 of STR 1.04.04:2017 “Structure

Design, Project Expertise”.

5.5.2. Lists of the Amounts of Costs shall be included in the content of each individual project

part (prepared in accordance with the requirements of STR 1.01.04:2017 “Structure Design, Project

Expertise”, with the references of each position of the lists to the specific ID of the part of the technical

specifications);

5.5.3. The requirements indicated in the Program Task must be followed when preparing

architectural, structural and other solutions;

5.5.4. To ensure the fulfilment of the need for engineering networks and engineering systems,

which corresponds to the needs of the people exploiting the building as well as the conditions of the

stored/protected valuables, and the fulfilment of the requirements laid down in the normative technical

documents of the construction and the normative building safety and purpose documents;

5.5.5. The designed buildings shall comply with the essential building requirements;

5.5.6. The Technical Project shall be prepared in compliance with the specific requirements

issued by the municipality;

5.5.7. Technical specifications (technical requirements) of all the construction and installation

works intended to be carried out in the building as well as the used materials, products (bought), goods

and equipment shall be included in the content of each individual project part with the references to

the normative documents, by establishing and indicating warranty terms for the equipment used in the

building, which are not related to the requirements of the part 1 of article 4 of the law of the Republic

of Lithuania (except for the devices, which are concealed in the building structures).

5.6. Order of the building design and construction – in accordance with the Annex No. 3

“Timetable for the Execution of the Contract” of the Contract.

5.7. Coordination of the Building Project with the NDS units and other subjects:

5.7.1. the Client;

5.7.2. future user of the building;

5.7.3. other institutions in the procedure laid down in the legislation of the Republic of Lithuania.

5.8. Requirements for formalisation, completion and submission of the Building Project to

the Builder:

5.8.1. The Project shall be formalised and completed in the procedure laid down in LST 1516;

3

5.8.2. to submit 2 copies of each file of the prepared Technical Project in paper form (additionally

1 copy in PDF format on the digital media (CD)) for the general expertise;

5.8.3. of the revised Technical Project according to the notes of the general expertise:

5.8.3.1. files of the general considerations – 3 copies of each in paper form;

5.8.3.2. files of the construction cost estimation – 3 copies of each in paper form;

5.8.3.3. files of all other revised parts of the Technical Project – 5 copies of each in paper form;

5.8.3.4. parts (solutions) of the revised Technical Project – 2 copies of each on the digital media

(CD). Of which 1 copy, formed in accordance with requirements of STR 1.05.01:2017 “Documents

allowing Construction. Completion of Construction. Suspension of Construction. Elimination of

Results of Arbitrary Construction. Elimination of Results of Construction resulting from Illegal

Issuance of Documents allowing Construction” (for obtaining of the document allowing construction);

5.8.4. files, formed in accordance with STR 1.01.04:2017 “Structure Design, Project Expertise”

within 10 (ten) days from the moment the Client informs the Designer about completed construction

works, with all amendments, supplements and corrections of the building project, carried out during

the period of all construction works (by preparing a new document (-s) of the revised Design Solutions)

– 4 copies of each in paper form (additionally 1 copy of the solutions of the technical work project on

the digital media);

6. Data on the equipment selected or owned by the Builder: not available.

7. Other requirements and data: not available.

ATTACHED:

1. Copy of the Program Task with the documents attached to it, 8 pages in total.

Head of the Construction Organisation Division

of the Infrastructure Development Department

under the Ministry of National Defence /Signature/ Arūnas Bėta (signature) (name, surname)

/Stamp: “Panevėžio miestprojektas”, UAB

Project Manager and

Project Execution Supervision Manager


Building Project Manager /Signature/ Certificate No. 27845/

(signature) (name, surname) (certificate No., date)

“Energijos Skirstymo

Operatorius”, AB

Headquarters Contact details

“Energijos skirstymo operatorius” Client information phone 1802 Company code 304151376

Aguonų str. 24 Tel. (8 5) 277 7524 VAT code: LT100009860612

03212 Vilnius, Lithuania Fax. (8 5) 277 7514 Registrar “Centre of Registers”, PI

www.esco.lt E-mail: [email protected]

CONDITIONS FOR CONNECTION NO. TS17-05499 Prepared: 17/02/2017,

Valid until: 16/02/2020

Client: GARRISON BASE SERVICE OF THE LOGISTICS COMMAND OF THE LITHUANIAN

ARMED FORCES

Contact data of the Client: Mindaugo str. 26, Vilnius, 03215, +37065216584,

[email protected]

Name of the Object: Warehouse structure/building/premises

Address of the Object: Meškerinė Vill., Pabradė Eldership, Švenčionys Distr. Muni.

Investment project No.: E1N7705499

Data of the Client’s

Application No. 17-05499

Category of the Security of Electrical

Power Supply

Type of Extension

Cord (single-phase,

three-phase) I II III

Current permissible power to

be used (kW): - - -

New permissible power to be

used (kW): - - 350 Three-phase

Total permissible power to

be used (kW): - - 350 Three-phase

1. These Conditions for Connection are issued for the connection of the Client’s Object, located in

Meškerinė Vill., Pabradė Eldership, Švenčionys Distr. Muni., to the distribution system of “ESO”, AB.

Optimal connection point has been selected for the connection of the electrical equipment of the Object,

having regard to the technical and economic indicators.

2. The border of the exploitation of the property and assets is determined to be on the connection

terminals of the user’s cables by the current measurement transformers.

3. Actions of the Client in carrying out the connection of the Object:

3.1. To prepare a Project for connection of the electrical equipment in accordance with the technical

solutions indicated in the clause 4 of these Conditions for Connection. The Project shall comply with the

requirements of STR “Building Design” as well as the requirements of the Strategy for Technological

Development of the Network of the Company and the Company for technical and work projects, which

are published on the website www.eso.lt. You can apply to the design companies having appropriate

qualification for the preparation of the Project. You can contact the customer service by phone 1802, via

E-mail [email protected] or go to the most conveniently accessed Company’s Customer Service Centre “Gilė”

(addresses of the Customer Services Centres – www.eso.lt. Contacts / Customer Service Centres “Gilė”)

regarding the technical information necessary for the preparation of the Project and the contact of the

responsible personnel in the Company. Refer the number of these Conditions and the municipality in

which the designed object is located when applying.

3.2. To submit the prepared Project (printed in 2 copies, digital version of it saved on CD or USB flash

drive (drawings and schemes in DWG files in AUTOCAD-2007 form, other documents in PDF files))

to the most conveniently accessed Company’s Customer Service Centre “Gilė” (addresses of the

Customer Services Centres – www.eso.lt. Contacts / Customer Service Centres “Gilė”).

3.3. To sign the Connection Services Agreement and pay the connection services fee, indicated in the

Agreement. You can sign the Agreement on the website www.manogile.lt or at the most conveniently

http://www.esco.lt/


http://www.eso.lt/


http://www.eso.lt/

http://www.eso.lt/

http://www.manogile.lt/


Operatorius”, AB






accessed Company’s Customer Service Centre “Gilė” (addresses of the Customer Services Centres –

www.eso.lt. Contacts / Customer Service Centres “Gilė”). After the Company receives the signed

Connection Services Agreement and the payment indicated the Connection Services Agreement, it will

organise the selection of the contractor and will provide the connection service approximately within 60

calendar days after the signing of the Connection Works Contract Agreement with the contractor winning

public procurement. Term for the provision of the connection service may change with respect to the

technical solution of the prepared Project, seasonal nature of the works or in case of alteration of the

provisions of the requirements of the legislation.

3.4. To install the electric line (hereinafter – the Input) from the internal electric distribution board of the

Object to the commercial metering cabinet, which shall be installed as defined in clause 4 of these

Conditions for Connection, in accordance with the requirements of the General Rules for the Installation

of Electrical Equipment. You can contact the companies with appropriate qualification for the

installation of the Input.

3.5. To perform an assessment of the technical condition of the electricity network of the Object and the

input up to the property borders with the Company. The Client shall submit the scheme of the electricity

network of the Object, resistance measurement protocols as well as any other regulatory documents to

the State Energy Inspectorate (hereinafter – SEI). Electricity network of the Object is ready to be

connected to the electricity network of the electricity operator when an inspector of SEI, in case there

are no fault to be found, authorises it by issuing a certificate on the assessment of the technical condition

of the installed electrical equipment. More information is available on the website www.vei.lt

3.6. It is recommended to install local technical measures (voltage stabilisers, self-contained power

sources and etc.), reducing voltage fluctuations, and short and long power interruptions, for all electrical

equipment for which especially stable electricity supply or transmission, i.e. greater stability of

electricity supply or transmission (voltage) than it is established in the provisions of the standard LST

EN 50160 “On Voltage Characteristics of Electricity Supplied by Public Distribution Systems”, is

necessary due to the complex industrial processes. Installation of the technical measures is established

by the provisions of the clause 86 of the Rules for Electricity Supply and Consumption, approved by the

Order No. 86 of the Minister of Energy of the 4th of December, 2013, “Consumer (Except for Residential

Consumers) shall Install Technical Measures, Necessary for Safe Suspension of Technological Processes

and Preventing Potential Damages or Maximum Reduction of Loss”. More information is available on

www.eso.lt.

4. Technical solutions for electricity network on the side of “Energijos skirtsymo operatorius”, AB

4.1. To install modular terminal transformer (hereinafter – MTT) of 1x630 kVA on the load centre. The

following shall be installed in the MTT:

4.1.1. Electric switchgear of 10 kV with a single linear cage by installing linear power separator of 10

kV, power separator with fuses in the power transformer cage of 10 kV;

4.1.2. one power transformer of 630 kVA;

4.1.3. a switchgear of 0, 4 kV with dedicated buses;

4.1.4. to design a knife-switch fuse box with fuses of 630 A and current measurement transformers of

600/5 A on that part of a bus section, from which the object of a new consumer will be connected;

4.1.5. to design at least two knife-switch fuse boxes of necessary parameters for the connection of the

consumer’s object;

4.1.6. to intend two reserve locations for the installation of knife-switch fuse boxes on that part of a bus

section, which is going to be without the meters.

http://www.esco.lt/

http://www.eso.lt/

http://www.vei.lt/

http://www.eso.lt/


Operatorius”, AB






4.2. To install a commercial metering cabinet (hereinafter – CMC) of necessary parameters with

electricity meters as well as the automated electricity metering system controller on the external wall of

the MTT (at the place which is easily accessible to the Client and “ESO”, AB personnel).

4.3. To intend cable lines of necessary cross-sectional dimension for the connection of the CMC to the

current measurement transformers.

4.4. To connect the MTT from the overhead line L-300 (hereinafter – OL) of 10 kV from Pabradė TS

(hereinafter – TS) by connecting it between the supports No. 305/18-20. To install vertical overhead line

separator in the current or newly established support. To lay a 10 kV cable line of 50 mm2 cross-sectional

dimension for the connection.

NOTE: Technical conditions TS16-45381 for power increase have been issued. It must be assessed

when preparing the Project, since the location and the conditions of the connection may change.

5. Other information

5.1. You can observe the process of electricity connection on the self-service website www.manogile.lt,

in the tab “Applications and Requests” (orig. Paraiškos ir prašymai), of “Energijos skirtsymo

operatorius”, AB.

More relevant information regarding further steps in connection of electrical equipment as well as other

services provided by “Energijos skirtsymo operatorius”, AB is available on www.eso.lt or you can call

a customer service phone 1802 for more information.

The calls are subject to the taxes in accordance with the rate or payment plan applied by your service

provider.

Approved by Senior Engineer KUNDROTAS TOMAS /Signature/

Prepared by Engineer STANKEVIČIUS MINDAUGAS /Signature/

http://www.esco.lt/

http://www.manogile.lt/

http://www.eso.lt/

THE REPUBLIC OF LITHUANIA [ ORDER ]

GOVERNOR OF

VILNIUS COUNTY

03/11/2000 No. 3779-86

Regarding the Specification of the Land Plot Areas Vilnius

Granted to the Ministry of National Defence

and the Alteration of the Main Intended Land Use

in the District of Švenčionys

In accordance with the articles 6, 30, 31, 43 of the Law on Land of the Republic of Lithuania,

Decision No. 545 “Regarding the Military Training Areas and Military Training Territories of the

Lithuanian Armed Forces” of the Government of the Republic of Lithuania of 12/05/2000, Decision No.

205 “Regarding the Procedure for Land Evaluation” of the Government of the Republic of Lithuania of

24/02/1999, Decision No. 1073 “Regarding the Determination and Alteration of the Main Intended Land

Use” of the Government of the Republic of Lithuania of 29/09/1999, Decision No. 1278 “Regarding the

Approval of the Procedure for Establishment, Registration and Repealing of the Servitude of Land” of the

Government of the Republic of Lithuania of 27/09/1995, and the Resolution No. 237 of Švenčionys

District Board of 28/09/2000,

I HEREBY ORDER:

1. To specify the total area – 2221.1544 ha, of which: forestry land – 1237.9546 ha, and the land

for other uses – 983.1998 ha, of the land site No. 1 of the Ministry of National Defence (Central Training

Area of the Lithuanian Armed Forces), located in Švenčionys District, Pabradė Eldership, Mažalotė

Village, after geodetic measurements of the land have been carried out by the State Land Management

Institute, PI.

2. Upon the request of the Ministry of National Defence to allow to change the main intended

land use of seventy six state land plots No. 1-76 with the total area of 1237.9546 ha in Švenčionys District,

Pabradė Eldership, Mažalotė Village granted to the Ministry – from the forestry land to the land for other

uses (for the use of the Central Training Area of the Lithuanian Armed Forces).

Non-indexed value of the land plot for other uses No. 1 of total area of 2221.1544 ha – LTL

9722529.0.

3. To determine that the land plot is not being used for agricultural activities, but for other special

purpose: for the exploitation of administrative-industrial and other purpose buildings, and training area.

The percentage of the development of the land plot, the height of the development and other requirements

and conditions – in accordance with the detailed plans of individual territories of the training area.

4. To the ministry of National Defence:

4.1. to follow the requirements of the clauses I, II, VI, XXVI, XXVII, XXVIII, XXIX, XXX,

XXXV, XLIV (XL, XLI Molinė Reserve Area), and XVII of the Decision No. 343 of the Government of

the Republic of Lithuania of 12/05/1992 (revision of the Decision No. 1640 of 29/12/1995 and the

Decision No. 531 of 06/05/1995 of the Government of the Republic of Lithuania);

4.2. to establish a servitude in two road Meškerinė-Švenčionėliai sections of local significance: in

the first one, the area of which is 0.9857 ha, identified in the land site plan, scale 1:1000, by numbers and

letters 247-248-A-13-358-357-367-366-365-364-C-180-D-E-F-G-347-346-H-1, and in the second one,

the area of which is 0.4720 ha, identified in the land site plan, scale 1:10000, by numbers and letters 117-

117-J-K-86-L-M-N-116, permitting a free pass to other persons;

4.3. to follow the procedure laid down in the decisions of the Government of the Republic of

Lithuania when carrying out the construction works.

The County Governor A. Vidūnas

/Seal: Administration of the Governor of Vilnius County * For Documents/

8860184

/Translation from Lithuanian/

STATE ENTERPRISE THE CENTRE OF REGISTERS

Vinco Kudirkos Str. 18-3, 03105 Vilnius, tel. (8 5) 2688 262, fax (8 5) 2688 311, E-mail: [email protected]

EXTRACT FROM THE CENTRAL DATABANK OF THE REGISTER OF REAL PROPERTY

01/12/2016 14:23:28 1. Property registered in the Register of Real Property:

Register No.:

Type of Register:

Formation date:

Address:

Register administrator:

86/8887

Land plot with buildings

16/11/2000

Švenčionys Distr. Muni., Pabradė Eldership, Mažalotė Vill. 9

Vilnius Branch of the State Enterprise Centre of Register 2. Immovable items: 2.1.

Unique No. of the item:

Land plot cadastral number and cadastral area

name:

Main use purpose of the item:

Land plot use:

Land plot area:

Forest land are:

Road area:

Built-up area:

Extent of water bodies:

Area of other land:

Agricultural land ratio:

Measurement type:

Indexed value of the land plot:

Indexed value of the land plot without forest:

Indexed value of the forest:

Indexed value of the forest stands:

Value of the land plot:

Value of the plot without forest land and stands:

Value of the forest land and stands:

Value of the forest stands:

Cadastral record date:

Land Plot

8638-0004-0008

8638/0004:8 Meškerinė Vill.

Other

Territories for the purposes of national defence

2221.1544 ha

1237.9546 ha

4.7818

29.4268 ha

7.5264 ha

941.4648 ha

34.9

Land plot formed during cadastral measurements

EUR 5455131

EUR 2107779

EUR 3347352

EUR 1424683

EUR 2815839

EUR 1317362

EUR 1498477

EUR 296809

16/11/2000

2.2.



Plan notation:

Year of completion of construction:

Completeness percentage:

Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:

Reinstatement costs (construction value):

Physical deterioration percentage:

Building – Personal Hygiene Building

8695-9011-6498

Services

42L1g

2000

100%

Municipal central heating

Municipal water supply

Municipal wastewater removal

Not available

Metal with framework

Metal

1

377.97 m2

362.08 m2

1480 m3

407.00 m2

EUR 35671

0 %


Reinstatement value:

Average market value:

Average market value determination method:

Average market value determination date:


EUR 35671

EUR 7134

Reinstatement value

23/08/2000

23/08/2000

2.3.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








Building – Technical Station

4400-1455-5664

Other

46H1p

2000

100%




Not available

Blocks

Metal

1

142.53 m2

91.79 m2

535 m3

184.00 m2

EUR 52745

0 %

EUR 52745

EUR 10549

Reinstatement value

07/12/2000

07/12/2000

2.4.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








Building – Personal Hygiene Building

8695-9011-6489

Services

47L1g

2001

100%




Not available


Metal

1

376.07 m2

332.30 m2

1491 m3

411.00 m2

EUR 35871

0 %

EUR 35871

EUR 3587

Reinstatement value

08/03/2001

08/03/2001

2.5.



Building – Special Purpose Building

4400-2836-3706

Special

Plan notation:

Condition:

Status:

Year of commencement of construction:



60O2/p

Permitted to carry out construction works

Under formation

2013

0 %

09/10/2013

2.6.



Plan notation:

Condition:

Status:





4400-2836-4483

Special

65O1/p


Under formation

2013

0 %

09/10/2013

2.7.



Plan notation:

Condition:

Status:





4400-2836-2901

Special

67O0/t


Under formation

2013

0 %

09/10/2013

2.8.



Plan notation:

Condition:

Status:





4400-2836-4207

Special

68O1/p


Under formation

2013

0 %

09/10/2013

2.9.



Plan notation:

Condition:

Status:





4400-2836-4394

Special

69O2/p


Under formation

2013

0 %

09/10/2013

2.10.



Condition:

Status:



Total area:

Main area:

Volume:


Building – Garage with Repair Shop

4400-2224-3698

Garage


Under formation

2011

0 %

903.16 m2

839.54 m2

5940 m3

28/06/2011

2.11.



Condition:

Status:





Švenčionys Distr. Muni., Pabradė Eldership, Mažalotė Vill.

Note. Address has not been allocated to the address object

4400-2836-2978

Special


Under formation

2013

0 %

09/10/2013

2.12.



Condition:

Status:





4400-2836-2989

Special


Under formation

2013

0 %

09/10/2013

2.13.



Condition:

Status:







4400-2836-2990

Special


Under formation

2013

0 %

09/10/2013

2.14.



Condition:

Status:







4400-2836-3020

Special


Under formation

2013

0 %

09/10/2013

2.15.



Condition:

Status:







4400-2836-3275

Special


Under formation

2013

0 %

09/10/2013

2.16.



Condition:




4400-2836-3320

Special


Status:




Under formation

2013

0 %

09/10/2013

2.17.



Condition:

Status:







4400-2836-3331

Special


Under formation

2013

0 %

09/10/2013

2.18.



Condition:

Status:







4400-2836-3542

Special


Under formation

2013

0 %

09/10/2013

2.19.



Condition:

Status:





4400-2836-3575

Special


Under formation

2013

0 %

09/10/2013

2.20.



Condition:

Status:







4400-2836-3604

Special


Under formation

2013

0 %

09/10/2013

2.21.



Condition:

Status:







4400-2836-3742

Special


Under formation

2013

0 %

09/10/2013

2.22. Building – Special Purpose Building



Condition:

Status:






4400-2836-3810

Special


Under formation

2013

0 %

09/10/2013

2.23.



Condition:

Status:






4400-2836-3820

Special


Under formation

2013

09/10/2013

2.24.



Condition:

Status:





4400-2836-3886

Special


Under formation

2013

0 %

09/10/2013

2.25.



Condition:

Status:





4400-2836-3900

Special


Under formation

2013

0 %

09/10/2013

2.26.



Condition:

Status:







4400-2836-3912

Special


Under formation

2013

0 %

09/10/2013

2.27.



Condition:

Status:





4400-2836-3920

Special


Under formation

2013

0 %

09/10/2013

2.28. Building – Special Purpose Building



Condition:

Status:






4400-2836-4236

Special


Under formation

2013

0 %

09/10/2013

2.29.



Condition:

Status:





4400-2836-4250

Special


Under formation

2013

0 %

09/10/2013

2.30.



Condition:

Status:







4400-2836-4283

Special


Under formation

2013

0 %

09/10/2013

2.31.



Condition:

Status:







4400-2836-4430

Special


Under formation

2013

0 %

09/10/2013

2.32.



Status:







4400-2836-4518

Special

Under formation

2013

0 %

09/10/2013

2.33.



Condition:

Status:





4400-2836-4530

Special


Under formation

2013



0 %

09/10/2013

2.34.



Condition:

Status:







4400-2836-4572

Special


Under formation

2013

0 %

09/10/2013

2.35.



Condition:

Status:







4400-2836-4661

Special


Under formation

2013

0 %

09/10/2013

2.36.



Condition:

Status:





4400-2836-4672

Special


Under formation

2013

0 %

09/10/2013

2.37.



Plan notation:



Building category:









Other Engineering Structures – Pavement

4400-2760-3823

Other engineering structures (yard equipment)

b1, b2, b3

2012

2013

1st group, non-complex

100%

EUR 14568

0 %

EUR 14568

EUR 1019

Reinstatement value

23/07/2013

23/07/2013

2.38.



Plan notation:




Length:

Material:

Gas Networks - Low-Pressure Gas Pipeline Route

4400-2760-3601

Gas networks

D, r5, r6

2012

2013

100%

157.41 m

Polyethylene

Gas pipeline standing:








Input

EUR 18536

0 %

EUR 18536

EUR 18536

Reinstatement value

23/07/2013

23/07/2013

2.39.



Condition:

Status:



Length:



Gas Networks – Liquefied Gas Networks

4400-2224-3798

Gas networks


Under formation

2011

0 %

140.00 m

Input

28/06/2011

2.40.



Plan notation:




Length:

Material:

Water supply line standing:








Water Supply Networks – Cold Water Supply Route

4400-2760-3689

Water supply networks

V1

2012

2013

100%

234.62 m

Polyethylene

Input

EUR 17870

0 %

EUR 17870

EUR 17870

Reinstatement value

23/07/2013

23/07/2013

2.41.



Condition:

Status:



Length:



Water Supply Networks – Water Supply Networks

4400-2224-3700



Under formation

2011

0 %

185.00 m

Input

28/06/2011

2.42.



Plan notation:




Length:

Material:

Wastewater line standing:

Wastewater Removal Networks – Rainwater Drainage Route

4400-2760-3789

Wastewater removal networks

KL

2012

2013

100%

31.26 m

Poly(vinyl chloride)

Output

Wastewater line type:








Collective

EUR 1376

0 %

EUR 1376

EUR 1376

Reinstatement value

23/07/2013

23/07/2013

2.43.



Plan notation:




Length:

Material:










Wastewater Removal Networks – Domestic Sewage Route

4400-2760-3712


KF1, KF2

2012

2013

100%

189.67 m


Output

Collective

EUR 9036

0 %

EUR 9036

EUR 9036

Reinstatement value

23/07/2013

23/07/2013

2.44.



Condition:

Status:



Length:



Wastewater Removal Networks – Domestic Sewage Networks

4400-2224-3776



Under formation

2011

0 %

168.00 m

Collective

28/06/2011

2.45. Appurtenance:

Belonging part:



Plan notation:




Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:

Building – Club House

1/1 belongs to the land plot No. 8638-0004-0008, described in

cl. 2.1.

4400-0779-0630

Leisure

48K1p

1985

1985

100%




Not available

Bricks

Metal

1

217.55 m2

191.69 m2

834 m3

198.00 m2

Coordinate X:

Coordinate Y:








6104974.07

619027.17

EUR 90941

5 %

EUR 86307

EUR 21606

Mass valuation

18/01/2006

18/01/2006

Building – Barracks of the Central Training Area with a

2.46. Appurtenance:

Belonging part:



Plan notation:




Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:

Coordinate X:

Coordinate Y:








General Practitioner’s Room


cl. 2.1.

4400-1251-3503

Special

51O1b

2006

2007

100%




Not available

Blocks

Metal

1

1997.77 m2

1228.64 m2

9527 m3

2388.00 m2

6100850

614577

EUR 1443177

0 %

EUR 1443177

EUR 173193

Reinstatement value

15/11/2007

15/11/2007

2.47. Appurtenance:

Belonging part:



Plan notation:











Other Engineering Structures – Access Road with a Lot


cl. 2.1.

4400-1300-2450

Other engineering structures

d

2007

2007

100%

EUR 65744

0 %

EUR 65744

EUR 7878

Reinstatement value

15/11/2007

15/11/2007

2.48. Appurtenance: Other Engineering Structures – Water Gutter

Belonging part:



Plan notation:












cl. 2.1.

4400-1300-2481


l

2007

2007

100%

EUR 614

0 %

EUR 614

EUR 74

Reinstatement value

15/11/2007

15/11/2007

2.49. Appurtenance:

Belonging part:



Plan notation:











Other Engineering Structures – Fire Water Tank


cl. 2.1.

4400-1300-2516


r

2007

2007

100%

EUR 5995

0 %

EUR 5995

EUR 718

Reinstatement value

15/11/2007

15/11/2007

2.50. Appurtenance:

Belonging part:



Plan notation:











Other Engineering Structures – Arbour


cl. 2.1.

4400-1251-3772


52l1ž

2007

2007

100%

EUR 163

0 %

EUR 163

EUR 20

Reinstatement value

15/11/2007

15/11/2007

2.51. Appurtenance:

Belonging part:

Description/notes:



Plan notation:



Other Engineering Structures – Lot


cl. 2.1.

Area (1236 m2)

4400-1993-9943


a1, p1, p2

2002

2004









100%

EUR 85148

25 %

EUR 64006

EUR 2563

Reinstatement value

20/11/2009

20/11/2009

2.52. Appurtenance:

Belonging part:

Description/notes:



Plan notation:




Length:

Material:









Gas Networks – High-Pressure Gas Pipeline


cl. 2.1.

Length of the pipeline (361.56 m), four gas tanks (r1, r2, r3, r4)

4400-1993-9954

Gas networks

1-2

2002

2004

100%

361.56 m

Steel

Distributive (district)

EUR 35623

17 %

EUR 30120

EUR 30120

Reinstatement value

20/11/2009

20/11/2009

2.53. Appurtenance:

Belonging part:



Plan notation:




Length:

Material:









Gas Networks – Gas Supply Pipeline


cl. 2.1.

4400-1317-5054

Gas networks

1-7

2007

2007

100%

98.91 m

Steel


EUR 1969

0 %

EUR 1969

EUR 1969

Reinstatement value

23/11/2007

23/11/2007

2.54. Appurtenance:

Belonging part:



Plan notation:




Water Supply Networks – Water Supply Network Pipeline


cl. 2.1.

4400-1317-4979


V

2007

2007

100%

Length:

Material:









131.00 m

Plastic


EUR 9152

0 %

EUR 9152

EUR 9152

Reinstatement value

23/11/2007

23/11/2007

2.55. Appurtenance:

Belonging part:



Plan notation:




Length:

Material:









Water Supply Networks – Cold Water Supply Pipeline


cl. 2.1.

4400-1993-9976


1-5

2002

2004

100%

394.80 m

Polyethylene


EUR 49815

20 %

EUR 39678

EUR 39678

Reinstatement value

20/11/2009

20/11/2009

2.56. Appurtenance:

Belonging part:



Plan notation:




Length:

Material:










Wastewater Removal Networks – Wastewater Network Pipeline


cl. 2.1.

4400-1317-4835


KF

2007

2007

100%

140.08 m

Plastic


Collective

EUR 9731

0 %

EUR 9731

EUR 9731

Reinstatement value

23/11/2007

23/11/2007

2.57. Appurtenance:

Belonging part:



Plan notation:


Wastewater Removal Networks – Wastewater Network Pipeline


cl. 2.1.

4400-1317-4946


KF

2007



Length:

Material:










2007

100%

128.76 m

Plastic


Collective

EUR 7559

0 %

EUR 7559

EUR 7559

Reinstatement value

23/11/2007

23/11/2007

2.58. Appurtenance:

Belonging part:



Plan notation:




Length:

Material:










Wastewater Removal Networks – Sanitary Sewer Pipeline


cl. 2.1.

4400-1994-0008


1-3

1970

2004

100%

729.30 m



Collective

EUR 61110

17 %

EUR 50973

EUR 50973

Reinstatement value

20/11/2009

20/11/2009

2.59. Appurtenance:

Belonging part:



Plan notation:




Depth:

Material:








Drilled Water Well (Borehole) – Artesian Borehole No. 39741


cl. 2.1.

4400-1993-9998

Water Supply Networks

art

2004

2004

100%

78 m


EUR 15205

25 %

EUR 11411

EUR 11411

Reinstatement value

20/11/2009

20/11/2009

2.60. Appurtenance:

Belonging part:

Description/notes:


Sewage Treatment Plant – Sewage Treatment Devices


cl. 2.1.

With sanitary sewer pipeline (length 127.80 m)

4400-1994-0020


Plan notation:




Material:









6, 4-5

2002

2004

100%


EUR 43733

17 %

EUR 36203

EUR 36203

Reinstatement value

20/11/2009

20/11/2009

3. Appurtenances of the item from the other register: no records

4. Ownership:

4.1.

Owner:

Item:

Basis for registration:

Record valid:

Ownership Right

REPUBLIC OF LITHUANIA, Entity ID No. 111105555

Other structures No. 4400-2760-3823, described in cl. 2.37.

Gas networks No. 4400-2760-3601, described in cl. 2.38.

Water supply networks No. 4400-2760-3689, described in cl. 2.40.

Wastewater removal networks No. 4400-2760-3712, described

in cl. 2.43.


in cl. 2.42.

Declaration on Completion of Construction/Alteration of Use

Purpose No. 4 of 02/10/2014

From 07/10/2014

4.2.

Owner:

Item:


Record valid:

Ownership Right






in cl. 2.58.

Borehole No. 4400-1993-9998, described in cl. 2.59.

Sewage Treatment Plant No. 4400-1994-0020, described in cl.

2.60.

Certificate on Recognition of the Building as Suitable for

Exploitation No. 100-149 of 21/12/2004

From 22/12/2009

4.3.

Owner:

Item:


Record valid:

Ownership Right


Building No. 8695-9011-6498, described in cl. 2.2.

Certificate on Acceptance of the Building for Exploitation No.

100-593 of 04/09/2000

Order No. 232 of 01/03/2001

Handing-Over Certificate of 02/04/2001

From 20/10/2009

4.4.

Owner:

Item:


Ownership Right




100-49 of 23/03/2001

Order No. 1088 of 10/07/2002

Record valid:

Order No. V-557 of 16/06/2008

From 20/10/2009

4.5.

Owner:

Item:


Record valid:

Ownership Right










in cl. 2.56.


in cl. 2.57.


Exploitation No. STN-04-080117-0002 of 17/01/2008

Order No. V-231 of 19/03/2008

From 12/01/2009

4.6.

Owner:

Item:


Record valid:

Ownership Right





Order No. 377 of 22/03/2001

Handing-Over Certificate

From 17/12/2007

4.7.

Owner:

Item:


Record valid:

4.8.

Owner:

Item:


Record valid:

Ownership Right



Order No. 306 of the Incorporator of 24/03/2000

Handing-Over Certificate No. 11 of 07/08/2000


Exploitation No. (100)-164 of 31/12/2004

From 07/08/2006

Ownership Right


Land plot No. 8638-0004-0008, described in cl. 2.1.

Resolution No. 545 of the Government of the Republic of

Lithuania of 12/05/2000

Order No. 3779-86 of the County Governor of 03/11/2000

From 16/11/2000

5. The trust right of the State and Municipal Land:

5.1. The trust right of the State Land

Trustee: Ministry of National Defence of the Republic of Lithuania,

Entity ID No. 188602751

Item: Land plot No. 8638-0004-0008, described in cl. 2.1.

Basis for registration: Resolution No. 545 of the Government of the Republic of

Lithuania of 12/05/2000


Record valid: From 16/11/2000

6. Other property rights:

6.1.

Trustee:

Item:


Record valid:

Property Trust Right

Lithuanian Armed Forces, Entity ID No. 188732677





in cl. 2.43.


in cl. 2.42.



From 07/10/2014

6.2.

Trustee:

Item:


Record valid:







in cl. 2.58.



2.60.



From 23/12/2009

6.3.

Trustee:

Item:


Record valid:





100-49 of 23/03/2001

Order No. 1088 of 10/07/2002

Order No. V-557 of 16/06/2008

From 10/20/2009

6.4.

Trustee:

Item:


Record valid:





100-593 of 04/09/2000

Order No. 232 of 01/03/2001


From 10/20/2009

6.5.

Trustee:

Item:












in cl. 2.56.


in cl. 2.57.


Record valid:


Order No. V-231 of 19/03/2008

From 12/01/2009

6.6.

Trustee:

Item:


Record valid:


Second Investigation Department under the Ministry of

National Defence of the Republic Of Lithuania, Entity ID No.

188651524




Order No. 377 of 22/03/2001

Handing-Over Certificate

From 17/12/2007

6.7.

Trustee:

Item:


Record valid:







Exploitation No. (100)-164 of 31/12/2004

From 07/08/2006

6.8.

Item:


Description:

Record valid:

Road Servitude (Serving)



Permit other persons to use the road in the section of the road

Meškerinė-Švenčionėliai of local significance, the area of which

is 0.4720 ha, identified in the land site plan, scale 1:10000, by

numbers and letters 117-118-J-K-86-L-M-N-116.

From 16/11/2000

6.9.

Item:


Description:

Record valid:

Road Servitude (Serving)



Permit other persons to use the road in the section of the road

Meškerinė-Švenčionėliai of local significance, the area of which

is 0.9857 ha, identified in the land site plan, scale 1:10000, by

numbers and letters 247-248-A-13-358-357-367-366-365-364-C-

180-D-E-F-G-347-346-H-I.

From 16/11/2000

7. Legal facts:

7.1.

Item:


Description:

Record valid:

Immovable Item is Registered in the Register of Immovable

Cultural Properties

Department of Cultural Heritage under the Ministry of Culture,



Letter No. 01-7-127 of 31/01/1995

Notice No. 709 of the Department of Cultural Heritage of

15/12/2008.

From 17/12/2008

8. Notes: no records

9. Special conditions for the use of land and forest:

9.1. XLI. Botanical Reserves

Item:


Record valid:

9.2.

Item:


Record valid:

9.3.

Item:


Record valid:

9.4.

Item:


Record valid:

9.5.

Item:


Record valid:

9.6.

Item:


Record valid:

9.7.

Item:


Record valid:

9.8.

Item:


Area:

Record valid:

9.9.

Item:


Record valid:

9.10.

Item:


Record valid:

9.11.

Item:


Record valid:

9.12.



From 16/11/2000

XLIV. Ichthyologic Reserves



From 16/11/2000

XXXV. Landscape Reserves



From 16/11/2000

XXX. Swamps and Springs



From 16/11/2000

XXIX. Surface Water Protection Areas and Coastal Protection

Strips



From 16/11/2000

XXVIII. Water Bodies



From 16/11/2000

Protected Plantings of Trees and Shrubs, Growing Non-Forest

Land



From 16/11/2000

XXVI. Restrictions for Forest Use



1237.9546 ha

From 16/11/2000

XVII. State Geodetic Points Protection Zones



From 16/11/2000

VI. Power Lines Protection Zones



From 16/11/2000

II. Road Protection Zones



From 16/11/2000

I. Communication Lines Protection Zones

Item:


Record valid:



From 16/11/2000

10. Item registration and cadastre notes:

10.1.

Item:


Record valid:

New has been Formed (Item Registration)





in cl. 2.43.


in cl. 2.42.

Cadastre Data File of the Immovable Item of 23/07/2013



From 06/10/2014

10.2.

Item:


Record valid:

Document Allowing Construction has been Issued (Cadastre

Note)

Administration of Švenčionys District Municipality, Entity ID

No. 188766722
































Permit to Build a New Building, Reconstruct a Building,

Renovate (Modernise) a Building No. LNS-04-131009-00097 of

09/10/2013

From 10/12/2013

10.3.

Permit issued by:

Item:


Record valid:

Construction Permit Issued (Cadastral Note)

Administration of Švenčionys District Municipality, Entity ID

No. 188766722





in cl. 2.44.

Permit to Build a New Building, Reconstruct a Building,

Renovate (Modernise) a Building No. LNS-04-131009-00097 of

28/6/2011

From 04/10/2011

10.4.

Item:


Record valid:

Cadastral Measurements carried out by (Cadastral Note)

Vilnius Branch of the State Enterprise Centre of Register,






in cl. 2.58.



2.60.

Licence No. G-734-(623) of 27/08/2008

Qualification Certificate No. 2M-ME-201 of 03/09/2008


From 22/12/2009

10.5.

Item:


Record valid:






in cl. 2.58.



2.60.



From 22/12/2009

10.6.

Item:


Record valid:




100-49 of 23/03/2001

From 16/10/2009

10.7.

Item:


Record valid:




100-593 of 04/09/2000

From 16/10/2009

10.8.

Item:


“SA kadastras”, UAB, Entity ID No. 300125149





Record valid:




From 08/01/2009

10.9.

Item:


Record valid:


“Kagema”, UAB, Entity ID No. 126312798




in cl. 2.56.


in cl. 2.57.


From 08/01/2009

10.10.

Item:


Record valid:










in cl. 2.56.


in cl. 2.57.



From 08/01/2009

10.11.

Item:


Record valid:

Formed when Constructing (Item Registration)




From 14/12/2007

11. Register comments and references:

The land plot is not being used for agricultural activities but for other special purpose (for the exploitation of

administrative-industrial, and other purpose buildings and training area). Cadastral measurements of the items (unique

No. 4400-2760-3823, 4400-2760-3789, 4400-2760-3712, 4400-2760-3689, 4400-2760-3601) have been carried out by a

surveyor Mantas Andrijauskas, Surveyor’s Qualification Certificate No. 2M-M-1304, on 23/07/2013. The address has

been entered in accordance with the data of the Register of Addresses as of 15/11/2011.

12. Other information:

Archive file No.: 86/9344

13. Information about qualification of data valid for the transaction: no records

01/12/2016 14:23:28

Document printed by: RITA ZURBIENĖ






Register No.:

Type of Register:

Formation date:

Address:


10/325516

Structures

14/06/1999

Švenčionys Distr. Muni., Pabradė Eldership, Mažalotė Vill. 9




Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Headquarters

8695-9011-6012

Special

1O2p

1959

100%




Not available

Bricks

Bitumen

2

1329.07 m2

1158.40 m2

5317 m3

713.00 m2

EUR 406561

EUR 273611

EUR 41968

Reinstatement value

06/12/2000

06/12/2000

2.2.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:



Building – Woodworking Workshop

8695-9011-6023

Production, industrial

2P1p

1983

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

1

38.37 m2

38.37 m2

153 m3

47.00 m2

EUR 6974

35 %






EUR 4533

EUR 1133

14/06/1999

14/06/1999

2.3.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Warehouse

8695-9011-6034

Warehouse

3F1p

1979

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

1

368.87 m2

368.87 m2

980 m3

426.00 m2

EUR 47601

24 %

EUR 36176

EUR 5426

06/12/2000

06/12/2000

2.4.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








8695-9011-6045

Warehouse

4F1p

1984

100%

Not available

Not available

Not available

Not available

Bricks

Grass coating

1

40.58 m2

40.58 m2

150 m3

61.00 m2

EUR 7805

18 %

EUR 6400

EUR 1600

14/06/1999

14/06/1999

2.5.



Plan notation:



Building – Vegetable Storage Facility

8695-9011-6056

Warehouse

5F1p

1984

100%

Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Not available

Not available

Not available

Not available

Bricks

Grass coating

1

96.07 m2

96.07 m2

347 m3

116.00 m2

EUR 18055

18 %

EUR 14806

EUR 3701

14/06/1999

14/06/1999

2.6.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








8695-9011-6067

Warehouse

6F1p

1984

100%

Not available

Not available

Not available

Not available

Bricks

Bitumen

1

79.58 m2

79.58 m2

251 m3

93.00 m2

EUR 10430

18 %

EUR 8553

EUR 2138

14/06/1999

14/06/1999

2.7.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:

Building – Sauna

8695-9011-6078

Services

7L1p

1985

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

1

10.31 m2

10.31 m2

30 m3

14.00 m2







EUR 2859

17 %

EUR 2373

EUR 593

14/06/1999

14/06/1999

2.8.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Command Post

8695-9011-6089

Other

8H2p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

2

25.68 m2

25.68 m2

89 m3

22.00 m2

EUR 10759

44 %

EUR 6025

EUR 1506

14/06/1999

14/06/1999

2.9.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Ammunition Supply Point

8695-9011-6090

Warehouse

9F1p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

1

9.35 m2

9.35 m2

29 m3

13.00 m2

EUR 1229

44 %

EUR 688

EUR 172

14/06/1999

14/06/1999

2.10.



Building – Warehouse with Administrative Premises and

Workshop

8695-9011-6101

Warehouse

Plan notation:



Year of commencement of reconstruction:

Year of completion of reconstruction:

Building category:


Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:

Coordinate X:

Coordinate Y:








Energy efficiency class of the building (part of

it):

Estimated thermal energy consumption for the

heating of the building (part of it):

10F1p

1962

1962

2012

2013

Non-special

100%




Liquefied

Bricks

Bitumen

1

703.53 m2

611.69 m2

3279 m3

581.00 m2

6100895

614353

EUR 240385

3 %

EUR 233144

EUR 35044

Reinstatement value

23/07/2013

23/07/2013

B

110.06 kWh/m2/m.

2.11.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








8695-9011-6112

Other

11H2p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

2

25.89 m2

25.89 m2

89 m3

22.00 m2

EUR 10759

44 %

EUR 6025

EUR 1506

14/06/1999

14/06/1999

2.12.




8695-9011-6123

Warehouse

Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







12F1p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

1

9.35 m2

9.35 m2

29 m3

13.00 m2

EUR 1229

44 %

EUR 688

EUR 172

14/06/1999

14/06/1999

2.13.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








8695-9011-6134

Other

13H2p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

2

26.00 m2

26.00 m2

89 m3

22.00 m2

EUR 10759

44 %

EUR 6025

EUR 1506

14/06/1999

14/06/1999

2.14.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:


8695-9011-6145

Warehouse

14F1p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Asbestos-cement

1

9.40 m2

Main area:

Volume:

Built-up area:







9.40 m2

31 m3

13.00 m2

EUR 1314

44 %

EUR 736

EUR 184

14/06/1999

14/06/1999

2.15.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:






Building – Gas Station

8695-9011-6156

Other

15H1ž

1997

100%

Not available

Not available

Not available

Not available

Wood with framework

Asbestos-cement

1

3.61 m2

3.61 m2

10 m3

4.00 m2

EUR 15417

EUR 15417

EUR 3854

14/06/1999

14/06/1999

2.16.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Garage

8695-9011-6167

Garage

16G1ž

1977

100%

Not available

Not available

Not available

Not available

Wood with framework

Asbestos-cement

1

47.63 m2

47.63 m2

112 m3

51.00 m2

EUR 8150

60 %

EUR 3260

EUR 815

14/06/1999

14/06/1999

2.17.


Building – Garage

8695-9011-6178


Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Garage

17G1ž

1977

100%

Not available

Not available

Not available

Not available

Wood with framework

Asbestos-cement

1

92.74 m2

92.74 m2

394 m3

99.00 m2

EUR 26381

40 %

EUR 15829

EUR 3957

14/06/1999

14/06/1999

2.18.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Garage

8695-9011-6189

Garage

18G1ž

1977

100%

Not available

Not available

Not available

Not available

Wood with framework

Asbestos-cement

1

41.48 m2

41.48 m2

143 m3

47.00 m2

EUR 11825

35 %

EUR 7686

EUR 1921

14/06/1999

14/06/1999

2.19.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Building – Garage

8695-9011-6192

Garage

19G1ž

1977

100%

Not available

Not available

Not available

Not available

Wood with framework

Asbestos-cement

1

Total area:

Main area:

Volume:

Built-up area:







46.94 m2

46.94 m2

149 m3

50.00 m2

EUR 10843

60 %

EUR 4337

EUR 1084

14/06/1999

14/06/1999

2.20.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Barracks

8695-9011-6201

Special

20O1p

1984

100%


Not available

Not available

Not available

Bricks

Asbestos-cement

1

162.65 m2

142.45 m2

509 m3

196.00 m2

EUR 48510

4 %

EUR 46570

EUR 11643

14/06/1999

14/06/1999

2.21.



Plan notation:

Condition:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Barracks

8695-9011-6234

Special

23O1p

Physically damaged

1984

32 %

Not available

Not available

Not available

Not available

Bricks

Not available

1

79.57 m2

79.57 m2

216 m3

90.00 m2

EUR 14001

90 %

EUR 1400

EUR 350

14/06/1999

14/06/1999

2.22.



Plan notation:



Year of commencement of reconstruction:

Year of completion of reconstruction:


Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:

Coordinate X:

Coordinate Y:







Building – Canteen

8695-9011-6278

Catering

27M1p

1966

1966

2004

2004

100%




Not available

Bricks

Metal

1

1337.22 m2

1008.91 m2

5821 m3

1606.00 m2

6100788.26

614459.58

EUR 546223

1 %

EUR 540721

EUR 162187

25/06/2004

25/06/2004

2.23.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Pump Station

8695-9011-6289

Other

28H1p

1966

100 %

Not available

Not available

Not available

Not available

Bricks

Grass coating

1

9.82 m2

9.82 m2

51 m3

21.00 m2

EUR 9285

50 %

EUR 4643

EUR 1161

14/06/1999

14/06/1999

2.24.



Plan notation:



Building – Pass Checkpoint

8695-9011-6445

Other

43H1p

1962

100 %

Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








Not available

Not available

Not available

Bricks

Asbestos-cement

1

9.38 m2

9.38 m2

60 m3

25.00 m2

EUR 7825

30 %

EUR 5478

EUR 822

27/11/2000

27/11/2000

2.25.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:








8695-9011-6456

Special

44O1p

1962

100%


Not available

Not available

Not available

Bricks

Bitumen

1

76.04 m2

76.04 m2

325 m3

79.00 m2

EUR 40644

45 %

EUR 22354

EUR 3353

29/11/2000

29/11/2000

2.26.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Gas:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:


8695-9011-6467

Warehouse

45F1p

1962

100%

Not available

Not available

Not available

Not available

Bricks

Bitumen

1

194.53 m2

194.53 m2

734 m3

229.00 m2







EUR 35652

45 %

EUR 19609

EUR 2941

29/11/2000

29/11/2000

2.27.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Walls:

Number of floors:

Volume:

Built-up area:








8695-9011-6301

Auxiliary agricultural

30F1ž

1983

100%

Not available

Not available

Not available

Wood with framework

1

44 m3

18.00 m2

EUR 774

67 %

EUR 255

EUR 64

14/06/1999

14/06/1999

2.28.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Walls:

Number of floors:

Volume:

Built-up area:








8695-9011-6312


31F1ž

1983

100%

Not available

Not available

Not available

Wood with framework

1

55 m3

22.00 m2

EUR 965

67 %

EUR 318

EUR 80

14/06/1999

14/06/1999

2.29.



Plan notation:



Heating:

Water supply:

Wastewater removal:

Walls:

Number of floors:

Volume:

Building – Transformer

8695-9011-6401


40H1g

1962

100%

Not available

Not available

Not available


1

13 m3

Built-up area:







5.00 m2

EUR 1344

45 %

EUR 739

EUR 185

14/06/1999

14/06/1999

2.30.

Description/notes:










Other Engineering Structures – Yard Structures

(artesian well, outdoor WC – 2 units)

8695-9011-6423


1966

100%

EUR 10785

EUR 5839

EUR 1460

14/06/1999

14/06/1999

2.31.










Other Engineering Structures – Relay Communications Mast

of 114 m of height

8695-9011-6478


2000

100%

EUR 132496

EUR 132496

EUR 26499

07/12/2000

07/12/2000


4. Ownership:

4.1.

Owner:

Item:


Record valid:

Ownership Right





Certificate on Completion of Construction No. SUA-00-

140625-00213

From 07/10/2014

4.2.

Owner:

Item:


Record valid:

Ownership Right





From 03/07/2001

4.3.

Owner:

Item:


Record valid:

Ownership Right







From 22/06/2001

4.4.

Owner:

Item:


Record valid:

Ownership Right




























From 23/08/2000

5. The trust right of the State and Municipal Land: no records


6.1.

Trustee:

Item:


Record valid:







140625-00213

From 07/10/2014

6.2.

Trustee:

Item:


Record valid:


Cyber Security and Information Technology Department

under the Ministry of National Defence, Entity ID No.

191823126


Order No. V-168 of 27/02/2003


From 11/09/2008

6.3.

Trustee:

Item:


Record valid:








From 22/06/2001

6.4.

Trustee:

Item:


Record valid:





























From 23/08/2000

7. Legal facts: no records


9. Special conditions for the use of land and forest: no records

10. Item registration and cadastre notes:

10.1.

Item:


Record valid:

Reconstruction (Item Registration)




140625-00213

From 29/09/2014

10.2.

Item:


Record valid:

Term:

Energy Performance Certificate for the Building (part of it)

has been Issued (Cadastre Note)


Notice No. SN-0224-0269/0 of the Construction Products

Certification Centre of 08/07/2014

From 08/07/2014

From 30/09/2013 to 30/09/2023

10.3.

Item:


Increased area:

Record valid:

Enlarged when Reconstructing (Item Registration)




874.67 m2

From 21/12/2005

11. Register comments and references:

10F1p (b. p. 10H3p). Cadastral measurements of the immovable item 10F1p (unique No. 8695-9011-6101) have been

carried out by a surveyor Mantas Andrijauskas, Surveyor’s Qualification Certificate No. 2M-M-1304, on 23/07/2013.

The address has been entered in accordance with the data of the Register of Addresses as of 15/11/2011.


Land plot, where the structures are located,

Cadastral No.:

Archive file No.:

8638/0004:8

86/5559


01/12/2016 14:24:55







Register No.:

Type of Register:

Formation date:

Address:


10/356714

Structures

04/12/2000





Plan notation:



Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Shooting Range



8698-0010-3016

Special

1O1p

1980

100%

Brick masonry

Coil coating

1

940.14 m2

913.10 m2

4788 m3

1016.00 m2

EUR 232563

24 %

EUR 176748

EUR 26512

04/12/2000

04/12/2000

2.2.



Plan notation:



Heating:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:









8698-0010-3027

Special

2O1p

1980

100%

Electric radiators

Brick masonry

Coil coating

1

162.24 m2

86.54 m2

677 m3

111.00 m2

EUR 51044

16 %

EUR 42877

EUR 6431

04/12/2000



04/12/2000

2.3.



Plan notation:



Heating:

Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Headquarters



8698-0010-3038

Special

3O1p

1986

100%

Central heating from the district boiler room

Brick masonry

Coil coating

1

170.55 m2

140.99 m2

706 m3

221.00 m2

EUR 56046

20 %

EUR 44837

EUR 6725

04/12/2000

04/12/2000

2.4.



Plan notation:



Walls:

Roof coating:

Number of floors:

Total area:

Main area:

Volume:

Built-up area:







Building – Training Corps



8698-0010-3070

Special

6O1p

1985

100%

Brick masonry

Asbo-cement slate plates

1

56.47 m2

56.47 m2

189 m3

70.00 m2

EUR 18635

25 %

EUR 13976

EUR 2096

29/12/2000

29/11/2000

2.5.



Plan notation:



Walls:

Number of floors:

Built-up area:


Building – Awning



8698-0010-3049


4l1g

1986

100%


1

425.00 m2

EUR 28678






35 %

EUR 18641

EUR 2796

04/12/2000

04/12/2000

2.6.



Plan notation:



Walls:

Number of floors:

Volume:

Built-up area:







Building – Transformer



8698-0010-3050


5H1g

1980

100%

Tin plate

1

14 m3

5.00 m2

EUR 1497

45 %

EUR 823

EUR 124

04/12/2000

04/12/2000


4. Ownership:

4.1.

Owner:

Item:


Record valid:

Ownership Right









From 15/06/2001

5. The trust right of the State and Municipal Land: no records


6.1.

Trustee:

Item:


Record valid:
















From 15/06/2001

7. Legal facts: no records


9. Special conditions for the use of land and forest: no records

10. Item registration and cadastre notes: no records

11. Register comments and references: no records


Archive file No.: 86/5816


01/12/2016 14:26:01


ACT

of the Marking of the Land Site Boundaries

Meškerinė 10/08/2000 place name date of the drawing of the act

1. Boundaries of the land site has been determined for the Client the Ministry of National

Defence, Pabradė Military Training Area

intending to carry out geodetic measurements of the land site.

2. Determination of the land site boundaries has been carried out and locations of the

boundary markers have been marked by the engineer: V. Kazlauskas

in accordance with: the land allocation plan

3. Address and the area of the land site: Vilnius County, Švenčionys District,

Pabradė Eldership 22211544 m2

4. Current (future) owner or user of the land site as well as owners or users of adjacent land

sites were invited to be present when determining the boundaries of the land site:

5. Coordination of the invited persons (with notes or without notes) as well as records on the

refusal to sign and the absent persons

/Stamp/ /Signature/ /Seal/ /Stamp/ /Signature/ /Seal/

/Signature/ /Signature/

6. Determined land site boundaries have been marked using permanent boundary markers

(228) and temporary boundary markers ( - ); other boundaries coincide with natural or man-

made objects.

7. State and local geodetic points are present on the land site,

the characteristics of which are:

8. The following buildings, belonging to the owner (user) under the ownership right, are

located on the land site

9. The following buildings, belonging to other owners, are located on the land site

10. Current (future) owner or user of the land site:

10.1. agrees to the special conditions for the use of land and forest established for the land

site: clauses of the Decision No. 1640 of the Government of the Republic of Lithuania of

29/12/1995: II, VI, XVII, XXVII, XXVIII, XXIX, XXX, XXXV, XLII, and XLIV

10.2. agrees to the land servitudes established for the land site

1) To permit other persons to use the road (identified as 247-248-A-13-358-357-367-

366-365-364-C-180-D-E-F-G-347-346-H-I). The area of the servitude 9857 m2

2) To permit other persons to use the road (identified as 117-118-J-K-86-L-M-N-

116). The area of the servitude 4720 m2

10.3. has concluded written agreements with other persons regarding land servitudes, usage

of the shared objects and other conditions of the land ownership or use

10.4. guarantees the protection of the permanent boundary markers, and is familiar with the

provisions of article 47 of the Code of Administrative Offences of the Republic of Lithuania:

/Signature/ signature of the owner (user)

11. Other notes

12. The Act has been drawn in two copies: one copy is presented to the Client, and the

second one to the Land Management and Surveying Division of Švenčionys City (District)

of the County Governor's Administration together with the file of the measurement of the

land site boundaries and plan preparation.

Commander of the Central Training Area major Vidas Eidukas /Signature/ 10/08/2000 name, surname, signature, date

/Seal: LITHUANIAN ARMED FORCES * CENTRAL TRAINING AREA/

Geodetic measurements have been carried out by the specialist:

engineer V. Kazlauskas /Signature/ 10/08/2000

13. Land site boundaries have been marked and the land site plan prepared on the basis of

them comply with the requirements of the laws and the decisions of the Government of the

Republic of Lithuania for the formation of the land-use.

/Seal/ /Signature/ Head of the Land Management and Surveying Division of Švenčionys City (District)

LAND SITE M 1:10 000

SITE AREA 22211544 sq. m

GIVEN FOR THE USE OF PABRADĖ MILITARY TRAINING AREA

OF THE MINISTRY OF DEFENCE

Page 2

Lake Mažalotė

Page 3

Distance

Intervening users

Page 1

Page 1

Lake Varnakis

Distance

Territories, captured in a horizontal photo M1:2000

Servitutes:

See table below

Servitutes: 1) 247-248-A-B-358-357-367-366-365-364-C-180-D-E-F-G-347-346-H-I area 9857 sq.m 2) 117-118-J-K-86-L-M-N-116 area 4720 sq.m

/stamp/ COORDINATED Head of the Agriculture Department /signature/ /unreadable/ Čibirienė 14/02/2017

/stamp/ APPROVED: TEO LT, AB Network Operation Department Vilnius Network Operation Centre Division of Network Resources and Construction Signature: /signature/ 14/02/2017

Location of the object

/seal/ REPUBLIC OF LITHUANIA Closed joint stock company Geodeziniai Tyrinėjimai VILNIUS

/stamp/ Švenčionys district municipality /unreadable/ Senior expert for Territorial Planning and Architecture department /unreadable/ /signature/ Jonas Maciulevičius 14/02/2017

Electric cabinet Foundation

Coordinate system: LKS-94 Height system: LAS-07

POSITION SURNAME SIGNATURE UAB GEODEZINIAI TYRINĖJIMAI Kalvarijų g. 98-31, Vilnius. Phone/Fax: 2752134, Phone: 2754514 Director A. Černiauskas /signature/

Qualification certificate No. IGKV-342, issued on 27/06/2011 Object: Švenčionys distr. mun. Central Training Area of Pabradė Geodesist R. Zakaras /signature/

Qualification certificate No. IGKV-430, issued on 19/07/2011 DRAWING Engineering topographic plan M 1:500

CLIENT Object No. Scale Number of pages / No.

Date

17/127 1:500 1/1 27/01/2017

Coordinate system: LKS-94 Height system: LAS-07

POSITION SURNAME SIGNATURE UAB GEODEZINIAI TYRINĖJIMAI Kalvarijų g. 98-31, Vilnius. Phone/Fax: 2752134, Phone: 2754514 Director A. Černiauskas /signature/

Qualification certificate No. IGKV-342, issued on 27/06/2011 Object: Švenčionys distr. mun. Central Training Area of Pabradė Geodesist R. Zakaras /signature/

Qualification certificate No. IGKV-430, issued on 19/07/2011 DRAWING Engineering topographic plan M 1:500

CLIENT Object No. Scale Number of pages / No.

Date

17/127 1:500 1/1 27/01/2017

/seal/ REPUBLIC OF LITHUANIA Closed joint stock company Geodeziniai Tyrinėjimai VILNIUS

Photo /stamp/ APPROVED AB Energijos Skirstymo Operatorius 10/02/2017 Technology expert of the Technical Documentation Group Valentina Palionienė /signature/

Electric cabinet

Foundation

Location of the object

UAB "Geoconsulting" tel.: 8-612-84305, e-mail [email protected] www.geoconsulting.lt

Report Copy No. 1 Lithuanian Geological Survey Registration No 6809 - 2017

For the Client

Client: JSC ,,PANEVĖŽIO MIESTPROJEKTAS"

Object: Construction Project for the Special Purpose Building (Warehouse) at

General Silvestras Žukauskas Training Area, Meškerinė Village, Pabradė

Eldership, Švenčionys District

REPORT OF ENGINEERING GEOLOGICAL

SURVEY

Analysis stage: Design studies

Geotechnical category: Second

Report Revision Date: April, 2017.

Contractor: UAB ,,Geoconsulting"

Director Signature M. Stankevičius

Project manager Signature Engineer Geologist T. Skala

Round stamp

KLAIPĖDA, 2017

Construction Project for the Special Purpose Building (Warehouse)

at General Silvestras Zukauskas Training Area,

Meškerinė Village, Pabradė Eldership, Švenčionys District

April, 2017 Report of Engineering Geological Survey

CONTENT

Summary of the analysis report ................................................................................................3

Explanatory note

1. Introduction ....................................................................................................................... 4

2. Methodology of Works ................................ ...................................................................... 4

3. General Data on the Construction Site ............................................................................... 6

4. Geological Structure .......................................................................................................... 7

5. Hydrogeological Conditions .............................................................................................. 7

6. Soil Composition and Engineering Geological Layers.................................................... ..8

7. Physical and Mechanical Properties of Soils ..................................................................... 9

8. Geological Processes and Phenomena ............................................................................. 10

9. Conclusions and Recommendations ................................................................................ 10

10. List of Literature .............................................................................................................. 11

Textual Annexes

1. Technical task of engineering geological surveys ............................................................ 13

2. Permission to Explore the Underground Resources No. 1062558 ..................................... 15

3. List of coordinates and altitudes of test points ................................................................. 16

4. Metrological verification of Geotechnical Testing (CPT) equipment ............................... 17

5. Laboratory test results ...................................................................................................... 20

6. Abbreviations, sizes, maks, and units of measurement used in the report.... ................... 23

Graphic Annexes

1. Diagram of the location of the research site in the area ............................................. 1 page

2. Plan with test sites ..................................................................................................... 1 page

3. Test borehole columns with geotechnical test CPT curves ....................................... 3 pages

4. Engineering geological sections ................................................................................ 2 pages

UAB "Geoconsulting" tel.: 8-612-84305, E.mail [email protected], www.geoconsulting.lt 2


http://www.geoconsulting.lt/





Summary of the analysis report

JSC Geoconsulting conducted engineering geological surveys of a special-purpose building

site in the Švenčionys district municipality, Pabradė eldership, Meškerinė village, at General

Silvestras Zukauskas Polygon. The projected building is classified as a special category of

buildings.

In the course of the research, boreholes were drilled in 3 points, 3 dredged samples were

taken and geotechnical probing (CPT-TE1) was performed. The geological structure of the plot to

depth of 9.6 m consists of: plant layer (pdIV), fluvioglacial sediment (fIIIbl) of the upper

Pleistocene Baltic under measure. Surface groundwater aquifers were identified at study point No.

3. It occurred at a depth of 7.8 m from the ground (141.5 m abs.h.). Following the interpretation of

field and laboratory material, 8 engineering geological layers (IGS) are distinguished, the main

characteristics of which are given in Table 1.

Table 1. Characteristic values of the basic properties of the layers

IGS No. Soil

type

Stratigraphi

c Index Soil name qc, MPa k kN/m3 Idk v.d. k

°

Ek, MPa E0, MPa

1 Mg pd IV Ts 6.25 Cannot be used for building foundation

2

Cl

f III bl

M Sa 4.29 17.6 0.51 31.5 33.2 12.8

3 M Sa 6.85 18.4 0.63 34.2 44.2 30.4

4 M Sa 12.62 19.3 0.70 37.8 72.7 46.8

5 F Sa 16.37 20.3 0.78 39.3 109.3 56.0

6 grSa 8.11 18.8 0.53 35.1 63.1 33.9

7 Sa

grSa 16.08 19.5 0.70 39.1 85.8 55.0

8 grSa 29.18 20.5 0.94 42.6 127.1 83.9

Table 2. The complexity of the engineering geological conditions of the construction site under [1]

1. Geomorphological simple medium complex

Number of relief genetic types 1-2 3-4 >4 Technogenic terrain changes there is no small changes the terrain is heavily changed Groundsurface slope.0 <10 10-25 >25 Erosion, thermo sinkhole, suffosial and other negative forms of relief there is no Are few and small Are many and big

Distance to Inconsistent slopes and

eroded shores, m >100 100-50 <50

2. Geological simple medium complex

Genesis of subsoil layer (earth) pre-quaternary rocks, main morena, fluvioglacial, old alluvial, furrow

alluvial derivatives

hypergene morena, limnoglacial, marine, colic, alluvial derivatives

pre-sinkhole rocks, pre-quaternary rocks, side derivatives, wash alluvial, biogenic and technogenic deposits

Ground primers Gravel, sand, moraine clay and dust

(their varieties), rock

clay, strip clay, alluvial clay and dust, weather rock

sludge, sapropel, peat, quicksand,

technogenic derivatives Number of layers of different lithological types <3 3-5 >5

Pre-quaternary layers of rocks there is no can be are sinkholed or rotten

Relatively weak layers there is no occur in the upper part of the section

and a small thickness Occur deeper and of great thickness

Fluffy, alluvial or crack thicknesses there is no Planningly formed, compacted or

compressed cluttered, non-compacted or

compacted

The nature of cleavage horizontal and sub-horizontal

continuous layers

Incoherent non-heterogeneous

layers and lenses complex configuration layers, lenses, chips

Buried paleorelief forms there is no Can be there are buried paleo sketches

3. Hydrogeological simple medium complex Depth of ground water occurring level, m >3 2-3 <2

Possible groundwater change level amplitude, m <0,5 0,5-1 >1

Spread of aquifer layer uniform, continuous discrete, of uneven thickness complicated, complex








Data on corrosive aggressiveness of groundwater water is not aggressive Set weak aggression water is aggressive

Drainage installations or

pipelines with water there is no

There are working, hydraulically tested

is unclear or is, disorderly or not

working Water conductivity of layer water supply small big or very unequal

Depth of hydrostatic pressure and hydrostatic pressure there is no compression layer

depth over 20 m, piezometric level deeper than 2 m from the ground

depth less than 20 m, piezometric depth is in less than 2 m depth

Groundwater interactions with

surface waters no interaction weak interaction

is a hydraulic interaction

Groundwater discharge zone, springs, sources there is no in an adjacent area on the same plot

4. Geodynamic simple medium complex

Seismicity according EMS 98 up to 3 points up to 6 points more than 6 points

Manifestations and phenomena of the sink hole process there is no there is no

is

Landslides, other damage

to slope stability there is no

stabilized active

Other geodynamic processes and phenomena there is no

local intense

Deformations of structures there is no in an adjacent area on the same plot

Note: The table graph that most accurately describes the plot conditions is highlighted.

Explanatory note

1. INTRODUCTION

JSC Geoconsulting conducted engineering geological surveys of a special-purpose

building site in the Švenčionys district municipality, Pabradė eldership, Meškerinė village, at

General Silvestras Zukauskas Polygon. The projected building is classified as a special category

of buildings.

The purpose of the research is to obtain objective information on the geological structure of

the site on which the building is being constructed, to draw up framework calculations,

distinguishing engineering geological layers (IGS) and to determine their intrinsic values.

Field works performed on February 27 of this year. Contractors:

• Engineer hydrogeologist Vaidas Piličiauskas - field works;

• Engineer geologist Tomas Skara - field work, interpretation of research material and

preparation of report;

• Engineer geologist Aurelija Bičkauskienė - preparation of report.

Territorial engineering geological conditions have been investigated at 3 locations indicated

by the customer (Graphic Annex 2), where borings were screwed, 3 soil samples and geotechnical

probing (CPT - TE1) were taken.

The description and methodology of the works are given in Chapter 2

2. METHODOLOGY OF WORKS

Test with conical penetrometer (CPT, TE1)

The CPT probe is primed with a stand-alone type penetrometer (compression force of

75kN, pulling force of 80kN, operating distance of 1200 mm, compression rate of 20 ± 5mm / s

during the CPT test), which is anchored on the ground with ground anchors.

During the CPT test, the following parameters recorded in the computer at intervals of 1

cm are measured directly: cone strength, lateral friction strength, water pressure (type u2, only

during TE2), probe inclination, pressure velocity and probe length. The Geomil system is used

for the measurements. The system consists of:

a) CPTU probe S10CFIIP.S15076 of substraction type (cone base area is 10 cm2, cone

angle is 60 °, cone diameter is 35.7 mm, side friction coupling area 150 cm2, maximum load per

cone l00 kN, maximum load for lateral friction 15 kN, maximum load for water pores pressure








of 20 bar, allowed overload of all transducers is 150 % are, whose metrological verification is given

in Appendix 3

b) probing rods (diameter 32mm, length 1m);

(c) data recorder (depth-gauge, GME500 data interface, 30 m probing cable, Panasonic

CF-M34 outdoor computer);

d) Software (CPTest).

Tests were performed according to LST EN ISO 22476-1 [4].

Boring works, primary soil classification and sampling principles

Boreholes are drilled with driller VTX800 (diameter 90mm) with a range of closed-type drill

use. Drilling was carried out on passages of 1 – 2 m length. The borehole was visually inspected at

the test site and primary soil identification was performed determining the main fraction and

describing the secondary fractions [2]. In this way, the soil is assigned to one of the six types, most

commonly describing the basic geotechnical properties: boulders, chipping, gravel, sand, dust and

clay. If the primer consists of organic matter, it is classified as organic primer. A soil sample

corresponding to quality grade 2 to 5 [5] is taken from a propeller wing or by a special primer puller

from each different soil type and depth range selected for laboratory testing

Laboratory tests

Laboratory tests of soil samples were performed by Sweco hidroprojektas UAB laboratory.

The test results summary table is given in Textual Annex No 5. Depending on the type of primer

detected during primary identification, appropriate research methods for the accurate classification

of soils into classes have been selected.

• Granulometric composition (gravel, sand, dust and clay). Not provided for very coarse

soils;

• natural density, solid particle density (clay);

• natural, fluid and plastic moisture (clay);

• filtration coefficient (gravel and sand).

Report preparation

The survey report was prepared in accordance with the requirements of normative

documents [1, 5] and recommendations of published publications [6.1, 8]. Software used GME

CPTask v1.20, Cpet-it v.1.6.0.43, Microsoft Office (Word, Exel), Autocad2011LT. The geological

modeling methodology is described below

As mentioned in the introduction, one of the main aims of the IG design analysis is to

establish a substrate calculation scheme excluding engineering geological layers (IGS). Their

exclusion, in addition to the totality of geological features, is based on uniformity of composition,

physical condition and properties. Uniformity of composition is determined by primary soil

distribution into types correlating with laboratory tests (granulometric composition) and

geotechnical probing (CPT) data. The result of the correlation is the final grading of the soils

according to the granulometric composition [3] and the assignment to one of the soil types

according to the SBT index ICSBT [7]. It is this interface between the granulometric composition and

the SBT chart that allows the continuation of IG layers by physical condition and analysis of CPT

data array using mathematical statistics methods.

Following the IGS distribution according to the composition, the transition to geological

modeling is completed. According to the value of the conical strength, the primers are divided into

layers of different physical states (sands by density, dust and clay by strength) [9], the boundaries of

layers (ridge and pad) are adjusted by mathematical statistical methods. Model verification is

performed by combining test data from all test points in the Cpet-it program, statistical parameters

(mean, extreme values) for each IMS are calculated in the resulting data array.

From the CPT test results using the correlation dependencies described in the LST EN

1997-2 document [5] and their updated versions [6, 7], the following geotechnical parameters of the

IG layers were calculated.






Meškerinė village, Pabradė Eldership, Švenčionys District


1. Specific gravity y (calculated for gravel, sand and dust soils):

=0.27[logRf]+0.36[log(qc/pa)]+1.236

2. Density Index ID (calculated for gravel and sand primers):

ID= √𝑄𝑐𝑛

𝑜

305𝑄𝐶 𝑄𝑂𝐶𝑅𝑄𝐴 , where 𝑄𝑐𝑛 = (𝑞𝑐/𝑝𝑎 ) /(𝜎𝑣0/𝑝𝑎)0,5

3. Primer density:

𝜌 =𝛾

𝑔

4. Effective internal friction angle𝜑 (calculated for gravel and sand primers):

𝜑 = 23 + 13,5 log 𝑞𝑐, [5]

6. Elasticity Young modulus E (calculated for gravel and sand primers):

E = 2.5qc for symmetrical foundation, E = 3.5qc for belt foundations [5]

Or

E = 𝛼𝐸 (𝑞𝑐 − 𝑠𝑣𝑜), where 𝛼𝐸 = 0.015[10(0,55𝑙𝑐+1,68)] [7]

7. The deformation module E0 is calculated according to these dependencies [6]:

For non-compressed and organic primer E0 - qc;

Very loose sand and gravel E0 = 1,5 qc;

Loose sand and gravel E0 = 3,0 qc;

For medium density and dense sand E0=7,8 ∙ 𝑞𝑐0,71

q; ;

Moraine fine primers (sandy clay dust or sandy dusty clay):

when qc < 2,5MPa, E0 - 10,0 qc;

when qc > 2,5MPa, Eo=12,0qc

For non-moraine dusty clay, sandy dusty clay E0 = 7,0 qc

For moraine clay or dusty sand (plastic primer) and non- moraine dust E0 = 5,0 qc

Clay-free impurities (Cl) E0 = 8,2 𝑞𝑐-3,l;

Note: The characteristic value of the conical strength qck is used in the formulas

8. Non-drained cohesion Cu (is calculated for dust and clay soils) [7]:

Cu= (qt - v) / Nkt, where Nkt, depending on plasticity, varies from 10 to 18

NOTES:

• for sand and gravel soils qc = qt [7];

• In calculating the properties of weak (paths, pathways, and soft plastic) dust and clay

soils, only the corrected cone strength qt value is used in formulas. [7];

• For calculating the properties of other (weak) dust and clay soils, qc values of conical

strength can be used in the formulas [7].

3. GENERAL DATA ON THE CONSTRUCTION SITE Natural conditions

The plot of the projected building is located in Meškerinė village, Švenčionys district.

Geomorphologically, the area under study belongs to the geomorphological area of the last icing

fluvioglacial plain in the Juzina fluvioglacial plain of the Northern Plain District. The absolute

altitudes of the terrain at the survey sites are 149.3 - 151.3 m.








The slope of the earth's surface on the test plot does not exceed 10 °. There are no forms of

erosion, thermo sinkhole, suffosion, and other negative terrain on the plot. Distance to volatile

slopes and eroded shores is larger than 100 m.

Climate (based on LHMT data). The plot is located in the mid-latitude climate zone and

belongs to the South-Eastern Highlands District of Aukštaičiai, the southwestern subdivision of

the Atlantic continental forest area. Average annual air temperature is 6.1 - 6.7 ° C. Absolute

minimum temperature ~ 32.8 ° C, maximum 35.3 ° C. The amount of precipitation per year is

about 610 – 690 mm. The duration of the snow cover is about 90 - 105 days. The duration of solar

radiation is about 1690 -1770 hours. The most important processes that cause interregional climate

differences are intensification of turbulent air circulation and thermal convection in hilly terrain,

impact of local height and the formation of powerful temperature inversions in winter.

Normal seasonal frost depth for sandy soil up to l, 2 m, for clay - up to l, 5 m

4. GEOLOGICAL STRUCTURE

The geological structure of the plot to depth of 9.6 m consists of: vegetation layer (pdIV),

fluvioglacial sediment (fIIIbl) of the upper Pleistocene Baltic under measure.

The vegetation layer (pdIV) consists of soil, sand, dark brown. The complex is isolated at

all test points. Its thickness is 0.2

Fluvioglacial sediment (fIIIbl) of the upper Pleistocene Baltic under measure consists of

Medium coarse sand (MSa), light brown and brown, slightly wet - wet - watery;

Fine sand (FSa), light brown, moist,

Gravel sand (grSa), brown and gray, gray-brown, wet -watery

The complex is isolated at all test points. Its sole have not been reached. The thickness

tested is 9.4 m.

Summarizing the results of the survey it can be stated that the subsoil layer consists of

fluvioglacial sediments. Ground Soil is Medium Coarse Sand. There are 4 lithological soil types in

the territory. Relatively weak layers (IGS1-IGS2) occurred at various depths of up to 3.9 - 8.5 m

from the ground. Sub-horizontal solid layers and lenses are common in the section. Buried

paleorelief forms and pre- quaternary rocks were not found.

5. HYDROGEOLOGICAL CONDITIONS

Primer watery horizon is set in borehole No. 3. It occurred at a depth of 7.8 m from the

ground surface (141.5 m abs. h.). The water can be found in moderate gravel and gravelly sand.

Possible change of groundwater level is about 1.0 m. The average coarse and fine sand filtration

coefficient determined is respectively - 4.4 - 6.8 m / d and 2.3 m / d. There are no groundwater

interactions with surface waters and groundwater discharge in survey site.

UAB "Geoconsulting" tel.: 8-612-84305, E.mail [email protected] , www.geoconsulting.lt 7



April, 2017




Report of Engineering Geological Survey

6. SOIL COMPOSITION AND ENGINEERING GEOLOGICAL LAYERS

After the analysis of the research material, 8 engineering geological layers (IGS) were

identified, the descriptions of which are presented in Table 3

Table 3. Geological description of IGS.

IGS No. Geological description of the layer (according to LST EN ISO 14688-1)

IGS 1 Plant soil layer (Ts): soil, sandy, dark brown. The layer is separated at all test points. Its

thickness is 0.2 m

IGS 2 Medium coarse sand (MSa), light brown and brown, slightly wet - wet - watery, fluffy.

The layer is separated at all test points, at different depths. Its thickness is 1.6 - 2.2 m

IGS 3

Medium coarse sand (MSa), light brown and brown, slightly wet - wet, medium

density. The layer is separated at all test points, at different depths. Layer thickness 0.4

- 3.4m

IGS 4 Medium coarse sand (MSa), brown, slightly wet, dense. The layer is separated at the

test points no. 1 and No. 4. Layer thickness 0.7 - 1.6 m

IGS 5 Fine sand (FSa), light brown, wet, dense. The layer is identified at the test point No. 1.

Its thickness is 1.2 m

IGS 6 Gravel sand (grSa), brown, gray-brown, wet -watery, medium density. The layer is

separated at all test points. Its thickness is 0.3 - 0.7 m

IGS 7

Gravel sand (grSa), brown, gray-brown, wet-watery, dense. The layer is separated at all

test points. At the test point no.1, its sole did not reach.

The thickness studied is 0.9 m

IGS 8

Gravel sand (grSa), brown and gray, gray-brown, wet-watery, very

dense. The layer is isolated at the test points no. 2 and Nr. 3. his pad did not reach.

The thickness studied is 0.4 - 0.5 m.

UAB "Geoconsulting" tel.: 8-612-84305, E.mail [email protected] , www.geoconsulting.lt

8






April, 2017

Construction Project 7. PHYSICAL AND MECHANICAL PROPERTIES OF SOILS

Table 4 shows the geotechnical probing values, basic statistical indicators, and the aggregate values of the physical and mechanical properties of the extracted

geological layer (IGSs).

Table 4. Summary table of geotechnical probe values, basic statistical indicators, aggregate values of physical and mechanical properties of soils

IGS No.

Soil Type

Stratigraphic Index

Soil name

qc, MPa n S qckmin, MPa

k,

kN/m3

k, Mg/m3

s,

Mg/m3

e,

vnt.d. w, % WL, % wp, % I, %

IL, vnt.d.

k, m/d Idk, v.d.

Ek, MPa

k,

°

E0, MPa

1 Ts pd IV Ts 6.25 48 3.86 5.32 Cannot be used for basic foundation

2

Sa

f III bI

MSa 4.29 843 0.74 4.25 17.6 1.79 2.67* - - - - - - 6.8* 0.51 33.2 31.5 12.8

3 MSa 6.85 1050 1.35 6.78 18.4 1.88 - - - - - - - - 0.63 44.2 34.2 30.4

4 MSa 12.62 232 1.33 12.48 19.3 1.97 2.66* - - - - - - 4.4* 0.70 72.7 37.8 46.8

5 FSa 16.37 121 2.04 16.06 20.3 2.07 2.67* - - - - - - 2.3* 0.78 109.3 39.3 56.0

6 grSa 8.11 133 1.20 7.93 18.8 1.92 - - - - - - - - 0.53 63.1 35.1 33.9

7 grSa 16.08 163 3.34 15.65 19.5 1.99 - - - - - - - - 0.70 85.8 39.1 55.0

8 grSa 29.18 66 3.79 28.40 20.5 2.09 - - - - - - - - 0.94 127.1 42.6 83.9

Note: Typical values are calculated at 95% confidence level

* - presented results of laboratory tests

UAB "Geoconsulting" tel.: 8-612-84305, el. paštas: [email protected], www.geoconsulting.lt 9







8. GEOLOGICAL PROCESSES AND PHENOMENA

From the modern physical and geological processes that are prevalent in the exploration

plot, it is necessary to evaluate the wind-induced drifting and the resulting hollows, valleys.

According to the danger of sinkhole suffusion, the area is classified as non-hazardous.

9. CONCLUSIONS AND RECOMMENDATIONS

1. The site of the Construction Project is located in Meškerinė village, Švenčionys district.

Geomorphologically, the area under study belongs to the Geomorphological Area of the Last

Glaciation Fluvioglacial Plain in the Juzina Fluvioglacial Plain District of the Northeast Plain

District

2. The absolute altitudes of relief in the investigations sites are 149.3 - 151.3 m.

3. From the modern physical and geological processes that are prevalent in the exploration plot, it

is necessary to evaluate the wind-induced drifting and the resulting hollows, valleys.

4. According to the danger of sink hole suffusion, the area is classified as non-hazardous.

5. The geological structure of the site to depth of 9.6 m consists of: plant layer (pdIV),

fluvioglacial sediment (fIIIbl) of the upper Pleistocene Baltic under measure.

6. Groundwater horizon aquifers are set in borehole No. 3. It occurred at a depth of 7.8 m from the

ground (141.5 m abs. h.). The possible change of groundwater level is about 1.0 m.

7. 8 engineering geological layers (IGS) were identified in the geological model of the site, which

conditions of occurring are shown in the lithological columns of the boreholes (graphical

annex No 3) and in the geological engineering sections (Graphical Annex No 4).

8. The estimated characteristic values of the physical mechanical properties of IGS soils are

given in Chapter 7 of the report (Table 4).

9. The IG layer on the site under analysis is inappropriate and No 2 is not recommended for

installing building foundation.

10. The geomorphological and geodynamic conditions of the construction site are simple and

geological and hydrogeological – complex.

11. During construction, finding that the geological model submitted does not correspond to the

actual situation, it is necessary to inform the contractor.

Engineer geologist A. Bičkauskienė

JSC "Geoconsulting" tel.: 8-612-84305, E-mail [email protected], www.geoconsulting.lt 10







10. LIST OF LITERATURE

1. STR. 1.04,02:2011 „Engineering Geological and Geotechnical investigations, State news

2012-01-07, No. 5-144.

2. LST EN ISO 14688-1. Geotechnical investigations and testing. Soil identification and

classification. Part 1. Identification and description.

3. LST EN ISO 14688-2. Geotechnical investigations and testing. Soil identification and

classification. Part 2. Principles of classification.

4. LST EN ISO 22476-1. Geotechnical investigations and testing. Field tests. Part 1. Pressure test

using electric and piezoelectric cone

5. LST EN 1997-2. Eurocode 7. Geotechnical design. Part 2. Base investigations and testing.

6. T. Lunne, P.K. Robertson and J.J.M. Powell, Cone Penetration testing in Geotechnical

Practice. Originally London: Blackie Academic & Professional, then New York: Spon Press

and E&F Spon, 1997.

7. Guide to Cone Penetration Testing for Geotechnical Engineering. P.K. Robertson and K.L.

Cabal (Robertson). Gregg Drilling & Testing Inc. November 2012.

8. Foundations and fundamentals. D. Sližytė, J.Medzvieckas, R.Mackevičius. Textbook. Vilnius,

Technika" 2012.

9. Project Engineering Geological and Geotechnical Investigations Recommendations approved

by the Director of the Lithuanian Geological Survey under the Ministry of Environment on 16

November 2015 by Order No 1-222 "On the Approval of Design Engineering Geological and

Geotechnical Investigations Recommendations“.








Textual Annexes




April, 2017




Report of Engineering Geological Survey

Textual Annex No 1.1

TECHNICAL TASK

IGG investigations stage (underline): reconnaissance, design, additional - control.

The name of the designed building: CONSTRUCTION PROJECT FOR THE SPECIAL PURPOSE BUILDING (WAREHOUSE)

AT GENERAL SILVESTRAS ZUKAUSKAS TRAINING AREA,

MEŠKERINĖ VILLAGE, PABRADĖ ELDERSHIP, ŠVENČIONYS DISTRICT.................................

The address of the designed building (municipality eldership, settlement, street, building number): ŠVENČIONYS DISTRICT, PABRADĖ ELDERSHIP, MEŠKERINĖ VILLAGE.

Customer and / or designer data (name, address, phone, fax, email) „JSC „Panevėžio miestprojektas" Respublikos st. 15, 35185 Panevėžys. tel. 8-45 582667 , e-mail [email protected].....................................................................................

Type of construction (underline): new construction, reconstruction, overhaul, other ............

.....................................................................................................................................................

Purpose of the building (according to STR 1.01.09: 2003): Special purpose building .........

Building Category: Special Building .......................................................................................

Geotechnical category (in design studies) (underline): first, second, third.

Special Design Conditions for a Building (if any).................................................................

...there is no .......................... ....................................................................................................

Data about the parameters of the projected building: 105.0m long x 20.0 m wide

Predicted variants of foundation structures: piles, strip foundation of ramps

Loads and intensity of their transfer to the base

N = 250.0 kN / pile under the column; q = 25.0 kN / m2

Other settings ..................... ....................................................................................................

Construction site center coordinates (LKS-94): X 6100732,30 Y 614596,37

Building site boundaries and boundary coordinates

Number X Y

1 6100732,62 614538,97

2 6100784,91 614532,67

3 6100829,62 614651,14

5 6100779,28 614670,14

6 61007389,1 614593,00










Additionally set geotechnical parameters: 1. Static probing..............................................................................................................................

2. ........................................................................................................ .....................................

List of normative documents under which investigations are conducted: 1. Construction Technical Regulation. 1. STR. 1.04,02:2011 „Engineering Geological and Geotechnical investigations, 2. LST EN ISO 14688-1. Geotechnical investigations and testing. Soil identification and classification. Part 1. Identification and description (ISO 14688-2:2002). 3. LST EN ISO 14688-2. Geotechnical investigations and testing. Soil identification and classification. Part 2. Principles of classification (ISO 14688-2:2004). 4. LST EN ISO 22476-1:2012 . Geotechnical investigations and testing. Field tests. Part 1. Standard penetration test

Previously geological surveys carried out on the site:

1. ................................................................................................................................................

2. ..............................................................................................................................................

3. ...............................................................................................................................................

Other additional requirements 1. Provide geological sections according to the locations indicated in the master plan and the harmonized survey report in analog and digital DOC and DWG formats. 2. Make recommendations for foundation installation............................................. ...................................................................................................................................... ..........

Client:

JSC „Panevėžio miestprojektas"

Director Vytautas SUKACKAS /signature/ 07-02- 2017

Project manager Marijus PONOMARIOVAS /signature/ 07-02- 2017

I got the assignment (research company representative)) /signature/ 23-02-2017

Name, surname, signature, date




April, 2017 Construction Project for the Special Purpose Building (Warehouse)

at General Silvestras Zukauskas Training Area, Meškerinė Village, Pabradė Eldership, Švenčionys District

Report of Engineering Geological Surve Textual Annex No

Lithuanian Geological Survey

under the Ministry of Environment of the Republic of Lithuania

Order of 2013 October 9 No. I-149 Annex

(coat of arms)

LITHUANIAN GEOLOGICAL SURVEY

UNDER THE MINISTRY OF ENVIRONMENT ON THE REPUBLIC OF

LITHUANIA

PERMISSION

To explore the underground resources

09-10-2013 No 1062558

(date)

In accordance with the Law of the Republic of Lithuania for the underground resources,

it is permitted to:

JSC „Gęoconsulting“

(name of the legal entity / name of the natural person)

(Code (applicable to legal persons), registered office 141884781 (address) Klaipėda city municipality, Klaipėda city Žolynu st. 29-1)

since 09-10-2013 (the date of entry into force of the permit)

T o p e r f o r m :

hydrogeological mapping of underground natural resources, geochemical mapping of underground natural resources, ecogeological mapping of underground natural resources, engineering geological mapping of underground natural resources, geological (geotechnical) investigation, ecogeological survey.

Deputy Director,

acting Director

Signature Jonas Stankūnas

Round stamp LITHUANIAN GEOLOGICAL SURVEY

UNDER THE MINISTRY OF ENVIRONMENT ON THE REPUBLIC OF LITHUANIA








Textual Annex No 3

List of coordinates and altitudes of test points

Test point and its

number

Coordinates (LKS'94) Altitude, m

X Y Z

1 6100751 614558 150,7

2 6100798 614593 151,3

3 6100801 614654 1493

Coordinate system - state (LKS'94).

Height system - LAS07.









Calibration certificate

GS10CFII P.S15076 I 001 Geomil

equipment

Code number GS10CFII P.S15076 Client JSC Geoconsulting

Kind of cone Subtraction Zolynu st. 29-1

Calibration date 26 Nov 15 92325 Klaipeda

Print date 26 Nov 15 Lithuania

Channel 1

Range

Ac

Zero load reading

a-factor

Core resistance (Qc)

0...100 kN

1000mm2

206 mV

0,8

Channel 2

Range Ac

Zero load

reading b-factor

Offset

Lo0...100 kNvcal sleeve

friction (fs)

0...100kN mm2

15000 mm2

190 mV

0 80 mm

Channel 3

Range

Zero load reading

Pore pressure (u)

0...20 Bar

195 mV

Load (kN) Load (MPa) Output (mV) Load (kN) Load (MPa) Output (mV) Load (kN) Load (MPa) Output (mV)

0 0 0 0 0,000 0 0 0,0 0

10 10 849 10 0,667 870 2 0,2 837

20 20 1702 20 1,333 1748 4 0,4 1695

30 30 2550 30 2,000 2618 6 0,6 2538

40 40 3406 40 2667 3497 8 0,8 3381

50 50 4253 50 3,333 4367 10 1,0 4221

60 60 5111 60 4,000 5248 12 1,2 5061

70 70 5956 70 4,667 6118 14 1,4 5900

80 80 6809 80 5,333 6994 16 1,6 6737

90 90 7654 90 6,000 7860 18 1,8 7570

100 100 8504 100 6,667 8734 20 2,0 8400

90 50 7660 90 6,000 7867

80 80 6815 80 5,333 7000

70 70 5964 70 4,667 6125

60 60 5115 60 4,000 5254

50 50 4260 50 3,333 4375

40 40 3409 40 2,667 3502

30 30 2360 30 2,000 2634

20 20 1707 20 1,333 1755

10 10 851 10 0,667 876

0 0 1 0 0,000 2

Zero load error 0,01% Zero load error 0,02% Zero load error 0,02%

Max.linearity 0.15% Max.linearity 0.16% Max.linearity 0.25%

Max.hysteresis 0.12% Max.hysteresis 0.18%

Westbaan 240 – 2841 MC Moordrecht - The Netherlands

P.0. Box 450 ·2800 ALGouda ·The Netherlands

T. +31(0)172 427 800 ·F.+31(0) 172 427 801

lnfo@ geomil.com ·www.geomil.com

Bank Rabobank ·Account no. 1350.49.229

IBAN NL78 RABO 01350492 29 ·BIC RASONL2U

VAT no.NL812396212B01

Chamberof Commerce no.2435053



http://www.geomil.com/








Calibration certificate

GS10CFII P.S15076 I 001 Geomil

equipment

Channel 4 Inclination X Channe5 Inclination Y Channel 6 None

Range -20…20* Range -20…20*

Angle (“) Output (mV) Angle (‘) Output (mV)

-20 2540 -20 2515

-15 2614 -15 2585

-10 2684 -10 2655

-5 2757 -5 2729

0 2832 0 2800

5 2905 5 2876

10 2987 10 2950

15 3057 15 3018

20 3126 20 3089

Calibration instrument(s)

Certificate number(s)

Date(s)

CW-921007.01 14203331 21-Aug-14

We declare that the electrical cone with serial number GS10CFllP.S15076 has been calibrated and that the

specifications are according to the ISO 22476-1: 2012 (Geotechnical investigation and testing - Field testing - Part 1:

Electrical cone and piezocone penetration test), Application Class l. The calibrations are traceable to national and

international standards.

Date

Calibrated by

26-Nov-15

Patricia Treffers

Date

Approved by

26-Nov-15

Awring Shaways

Signature / / Signature / /

Westbaan 240 – 2841 MC Moordrecht - The Netherlands

P.0. Box 450 ·2800 ALGouda ·The Netherlands

T. +31(0)172 427 800 ·F.+31(0) 172 427 801

lnfo@ geomil.com ·www.geomil.com

Bank Rabobank ·Account no. 1350.49.229

IBAN NL78 RABO 01350492 29 ·BIC RASONL2U

VAT no.NL812396212B01

Chamberof Commerce no.2435053











Sheet 60.10

Geomil

equipment

CALIBRATION CERTIFICATE

Certificate number: 500 / 131001-407 / 1

Client: DAB Geoconsulting

Zolynu st. 29-1 92325

Klaipeda LT

Item:

Type:

Serial number:

Data Acquisition System

GME-500 IP65

131001-407

Applied instruments: Type: Serial number:

Calibrator

Fluke 715

7869044

Certificate number:

Calibration date:

Calibrated by:

1055703

17-Jan-2013

Fluke CalNet®

Measuring results Channel Input-

Signal

(V)

Output-

Signal

(Counts) Deviation %

Channel Input-

Signal

(V)

Output-

Signal

(Counts) Deviation %

1 0.000 00000 0.0000 5 0.000 00000 0.0000 5.000 15000

0.0000 5.000 15000 0.0000 10.000 30000

0.0000 10.000 30000 0.0000 2 0.000

00000 0.0000 6 0.000 00000 0.0000

5.000 15000 0.0000 5.000 15000

0.0000 10.000 30000 0.0000 10.000 30000 0.0000

3 0.000 00000 0.0000 7 0.000 00000 0.0000 5.000 15000 0.0000 5.000 15000 0.0000

10.000 30000 0.0000 10.000 30000 0.0000 4 0.000 00000 0.0000 8 0.000 00000 0.0000

5.000 15000 0.0000 5.000 15000 0.0000 10.000 30000 0.0000 10.000 30000 0.0000

This certificate has been provided with the reservation, that no liability is accepted and that the applicant indemnifies GeoMil Equipment from any third party liability. We declare (hat above mentioned item has been calibrated and that its specifications are according to the prEN ISO 22476-1.11. Application Class 1 and NEN 5140, Class I. The calibrations are traceable to national and international standards.

Date: 9-Dec-13 Executed by:

Date: 9-Dec-13 Approved by:

M. Aarab M. Attayaibi

Westboan 240• 2841 MC Moordrccht - The Netherlands

P.O. Box 450 – 2800 AL Govda - The Netherlands T. +31 (0)172 427800-F. +31 {0)172 427 801

[email protected] - www.geomil.com

Bonk Rabobank • Account No. 13S0.49.229 IBAN NL78 RABO 0135 0492 29 - BIC RABONL2U VAT no. NL812396212B01 - Chamber of Commerce no. 24353053 All business transacted is subject to METAAWNIE' conditions











SWECO

Strazdo st. 22. LT-48488 Kaunas, Lietuva

Tel. (8-37) 221056, Fax. {8-37) 321501

E-mail [email protected]

PROTOCOL FOR LABORATORY TEST OF SOILS No. 2017040602

1 CLIENT:

JSC „Geoconsulting", Žolynų st. 29-1, LT- 92325 Klaipėda

(Order No 0228-02)

2 OBJECT: Construction Project for the Special Purpose Building (Warehouse) at General Silvestras

Zukauskas Training Area, Meškerinė Village, Pabradė Eldership, Švenčionys District

3 DATE OF SOIL TRANSMISSION:

28-02-2017

4 DATE OF LABORATORY TESTING:

2017-04-06

5 NUMBER OF SOIL SAMPLES:

Three (3) sandy soil samples were delivered

6. TESTS DONE UNDER:

• LST EN ISO 14688-2:2007 Geotechnical investigations and testing. Soil identification and classification.

Part 2. Principles of classification

• LST EN ISO 17892-4:2017 Geotechnical investigations and testing. Laboratory soil tests. Determination of

granulometric composition.

• LST CEN ISO/TS 17892-11:2005 Geotechnical investigations and testing. Laboratory soil tests. Water

permeability detection at constant and variable pressure.

• LST EN ISO 17892-1:2015 . Geotechnical investigations and testing. Laboratory soil tests. Moisture

detections.

• LST EN ISO 17892-3:2016 Geotechnical investigations and testing. Laboratory soil tests. Determination of

soil particle density

7. NOTES No

8. PROTOCOL ANNEXES:

• Table of Results of Laboratory Tests - 1 page

• Granulometric composition curves - 1 sheet

Compiled by: Head of Laboratory

Irena Jančiukienė Signature










SWECO


at General Silvestras Zukauskas Training Area, Meškerinė Village, Pabradė Eldership, Švenčionys District

Granulometric composition distribution curves (LST EN ISO 17592-4 2017)

The name of the soil and Medium Sand Mark (MSa)

Perc

enta

ge o

f to

tal m

ass p

art

Boring

No Sample

No Sampling depth (m)

? ? ? ? C0 CC

1 1 1,4 - 1,6 0,1857 0,2481 0,3207 0,3647 2,2 1,0

The name of the soil and Medium Sand Mark (MSa)

Perc

enta

ge o

f to

tal m

ass p

art

Boring

No Sample


? ? ? ? C0 CC

1 2 5,5 – 9,8 0,1319 0,2093 0,2859 0,3342 2,5 1,0

The name of the soil and fine Sand Mark (FSa)

Perc

enta

ge o

f to

tal m

ass p

art

Boring

No Sample


? ? ? ? C0 CC

1 3 5,5 - 6,8 0,0707 0,1332 0,1633 0,1608 2,6 1,39

Compiled by: I. Jančiukienė Signature








Textual Annex No 6

Abbreviations, sizes, marks, and units of measurement used in the report

- Specific gravity. kN / m3

w - water specific gravity, kN / m3

- natural (mass) density, Mg / m3

s density of solid particles (mass), Mg / m3

e - porosity factor, unit size

w - natural moisture,%

wL - Flow Moisture,%

wp - moisture content of plasticity,%

Ip - plasticity index,%

IL - Flow rate, unit size

ID - density index, unit size

k - filtration factor, m / d

pa - atmospheric pressure, MPa

v0 - effective vertical tension, MPa

g - free fall acceleration, m / s2

E - Young's modulus, MPa

Eo-deformation modulus (total deformation modulus), MPa

Go - Shear Modulus (for small deformation zone), MPa

cu - undiluted bond, kPa, MPa

'- effective angle of internal friction, degrees

Ic - consistency index, unit size

qc - conical strength, MPa

qt - corrected cone strength, MPa

Qc - Normalized Conical Strength after Vertical Tension, unit size

Qt, - normalized corrected cone strength after vertical tension, unit size

Qcn - Normalized conical strength after evaluation of vertical stress and its dependence on soil type,

unit size

Qtn - Normalized Corrected Conical Strength Based on Vertical Tension and its Dependence on

soil type, unit size

fs - lateral friction strength, kPa

Rf - ratio of lateral friction strength to cone strength,%

ICSBT - SBT (Ground Behavior Type) Index, unit size

Qc - compression ratio

QOCR reconsolation factor

QA - sediment age factor

n - Sample

x - sample average

S - standard deviation

Gr. - Borehole

IGS engineering geological layer

x, y - coordinates (LKS 94), m

Abs.a. - Absolute height, m

GVG - depth of groundwater occurrence depth, m

GVL - groundwater level, m absolute height

PVL - piezometric level altitude, m

CPT - cone penetrometer test

Note: The character with the letter k indicates the characteristic value.








GRAPHIC ANNEXES








Graphic Annex No 1

Diagram of the location of the research site in the area




PLAN SYMBOLS

- borehole location, its No. and the mouth altitude - engineering geological section, its No.

- CPT test site, its No. and the mouth altitude

Height System - LAS'07, Coordinate System – LKS94

Position Name, surname Signature Client

UAB „Panevėžio miestprojektas“ Director M. Stankevičius Signature

Engineer geologist T. Skara Signature Object:

Construction Project for the Special Purpose Building (Warehouse) at General Silvestras Zukauskas Training Area, Meškerinė Village, Pabradė

Eldership, Švenčionys District

Brėžinys:

Plan with test sites

Contractor:

Permission

No Scale date

Graphic Annex

No..

1062558 1:500 2017.04.10 2

Borehole No1 With Geotechnical Test (CPT, TE1) curves Contractor:

UAB „Geoconsulting“ Tel. 8 612 84305, E-mail: [email protected] www.geoconsulting.lt

Object: Special Purpose Building (Warehouse) at General Silvestras Žukauskas

Training Area, Meškerinė Village, Pabradė Eldership, Švenčionys District

Drilling machine: VTX 800 Drilling method: screw, diameter 90mm SPTu probe: Geomil S10CFIIP.S15076 Eng. geologist: T. Skara

Date of research: 27/02/2017 Coordinate x, m: 6100751 Coordinate y, m: 614558 Abs. h., m: 150.7 Vertical scale 1:100


Borehole No2 With Geotechnical Test (CPT, TE1) curves Contractor:


Object: Special Purpose Building (Warehouse) at General Silvestras Žukauskas

Training Area, Meškerinė Village, Pabradė Eldership, Švenčionys District

Drilling machine: VTX 800 Drilling method: screw, diameter 90mm SPTu probe: Geomil S10CFIIP.S15076 Eng. geologist: T. Skara



Borehole No3 With Geotechnical Test (CPT, TE1) curves

Contractor:


Object: Special Purpose Building (Warehouse) at General Silvestras Žukauskas Training Area, Meškerinė Village, Pabradė Eldership, Švenčionys District Drilling machine: VTX 800 Drilling method: screw, diameter 90mm SPTu probe: Geomil S10CFIIP.S15076 Eng. geologist: T. Skara




JSC „Panevėžio miestprojektas“ Director M. Stankevičius Signature

Engineer

geologist

A. Bičkauskienė Signature Object:

Construction Project for the Special Purpose Building (Warehouse) at

General Silvestras Zukauskas Training Area, Meškerinė Village, Pabradė

Eldership, Švenčionys District Drawing:

Engineering geological sections I-I‘, II-II‘. Contractor:

Permission

No Scale Date Graphic Annex No

1062558 V1:100,

H1:500 2017.04.10 4.1


JSC „Panevėžio miestprojektas“ Director M. Stankevičius Engineer geologist A. Bičkauskienė Object:

Construction Project for the Special Purpose Building (Warehouse) at General Silvestras Zukauskas Training Area, Meškerinė Village,

Pabradė Eldership, Švenčionys District

Drawing:

Engineering geological section III-III‘.

Sutartiniai ženklai Contractor:

Permission

No. Scale Date Graphic annex No.

1062558 V1:100,

H1:500 10-04-2017 4.2

JSC „CAD360 GROUP UAB"

Žalgirio st.92, Vilnius LT- 09303, tel. (8 - 5) 2398111,

E-mail [email protected]

Company code 303353599.

VAT code. LT100008893714

Specialization Building Civil infrastructure Product Design & Manufacturing

WRITING

For use of legal software

21-03-2016, Vilnius

JSC CAD360 GROUP, Autodesk Inc. Corporation official representative in Lithuania,

confirms that JSC „PANEVĖŽIO MIESTPROJEKTAS“ (Company code 147693352) is

legally acquired and has the right to use this Autodesk Inc. company design software:

Software Serial / contract

number

Networking

Quantity

Autodesk AutoCAD Architecture 2012 361-44976080 Standalone 1

AutoCAD Architecture 2011 391-48576429 Standalone 1

Autodesk Robot Structural Analysis

Professional 2011 391-65977536 Standalone 1


AutoCAD LT 2004 341-04307995 Standalone 1


AutoCAD Architecture 2005 342-11233570 Standalone 1 1



Autodesk AutoCAD LT 2012 360-37467616 Standalone 1

AutoCAD LT 2016 Annual Subscription 110001203505 4

Software by Company Progman Oy:

Program Name Quantity Key

MAGICAD-Heatinq & Pipinq 2003.5 1 4386

MAGICAD-VENTIUTION 2003.5 1 4385

CAD360 GROUP UAB director Signature Renata Stulginskienė

COORDINATES OF THE EDGES OF THE

TERRITORY UNDER MANAGEMENT

SCHEME OF THE SITUATION

DESIGNED BUILDING

BOUNDARY OF THE

DESGINED LOT

BOUNDARY OF THE TERRITORY

UNDER MANAGEMENT

TREE TO BE CUT

148.31

82/40-0359

S

COORDINATES OF POINTS OF

INTERSECTION OF THE AXIS OF THE

BUILDING

49.\06 6100828,91

21

6100803,91

6100799

A •^150.97(

6100793,98

0789,7

152.701 me

6100781,94

E

1^,19 1^2.12

,J^2.17 6100771,79

6100765,70

iAĄmk,a

6100747,73 6100747,15

6100743,97

6100741,78

149.676

148.31

82/40-0339

48.84

.lffiTffil3

346

48.34

151.85

151.613 .151.

iii 317

1101973 50.82:7;

<150-9

; .149.109

SUTARTINIAI ŽYMĖJIMAI:

82/40-0359

,150.14C

148.31

82/40-0359

S

No. PATALPA Plotas,

m²

101 Sandėlio patalpa (Nr. 2) 104,46

102 Elektros įvado patalpa 9,71

103 Įrangos techninės priežiūros ir smulkaus remonto

patalpa (Nr. 7) 83,90

104 Akumuliatorių krovimo patalpa (Nr. 10) 7,28

105 Techninė patalpa (Nr. 8) 19,14


107 Katilinė 9,20


109 Valymo inventoriaus patalpa 5,43

110 Vyrų WC 6,30

111 Vyrų dušai 3,61

112 Moterų WC 2,76

113 Vyrų persirengimo patalpa 7,00

114 Moterų dušas 1,71

115 Moterų persirengimo patalpa 4,66

116 Poilsio patalpa 11,51

117 Koridorius 20,88

118 Šaudyklų eksploatacijos skyriaus patalpa (Nr. 11) 38,17
















VISO: 1090,60

12

74

0

40

00

60

00

60

00

40

00

55

50

5

55

0

25

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30

0

25

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11

90

0

45

50

2

50

0

48

50

EI

45

35

00

8

50

20

0

25

0

25

0

32

50

EI

45

10

0

11

90

0

20

00

1

00

0

EI

45

75

0

EI

45

81

50

35

50

20

0

38

50

2

50

0

18

00

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50

1

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58

00

60

00

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0

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0

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0

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17

50

2

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76

50

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0

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45

54

50

2

00

0

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97

00

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19

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19

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9

00

10

00

15

0

15

0

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0

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0

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1

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0

19

00

2

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0

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00

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0

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00

5

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5

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0

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0

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50

5

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5

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74

0

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

500 97590

2720 1500 5500 1500 3500 1500 4500 1500 4500 1500 4500 1500 4250 1500 1000 3250 1500 3650 1500 1500 1500 3200 1500 4500 1500 3050 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 1970

E E

D D

5450 2700 2450 5700 5450 5700 5450 800 4600 5450 550 5350 5700 5450 4520 4450 4700 4450 4700 4450

350 8800

300 300 250 300 8700

300 250 300 18800

300 250 300 300 107 300 116 350 200 300 350 300 300 5700

250 180 100 200 350 200 100 200 350 200 100 200 350 300

5800

EI 45

900 2450 650 1000 500 118 4600 150 150

115

114

122 123 124 125 126 127

3500 4800

103 100

3500 106 15300 113 6550 4620 4800 4800 4800 4800 4700

900 2600

C 101 120 121 C

3300 6550 4620 4800 4800 4800 4800 4700 100

1900 1450

108 111 150 117 4800

3000 2250 112

EI 45 EI 45 133 132 131 130 129 128

2800 2050 3500

119 EI 45 110 30-C0

102 104 105

3500 ±0,000=151,50m 350 100 350 100 350 350 300 350 200 200 EI 45 200 250 300 300 250 300 350 300 350 250 100

5450 2700 2450 3450 1950 5700 5450 800 1800 550 5350 5450 480 4520 4450 4700 4450 4700 4450 30-C0 109

B B

A A

1270 2500 3250 1500 1500 1000 2000 2500 750 1500 1250 2500 5950 2500 2750 1500 3800 2500 2950 1500 1750 1000 2150 1500 1500 1500 2700 2500 3500 2500 2550 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 1970

4000 6000 6000 6000 6000 6000 6000 6000 6000 850 6000 6000 6000 5000 5000 5000 5000 5000 5000 4000

97590

1 2 3 4 5 A

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

BREAKDOWN OF ROOMS:

NOTES:

1. Building ±0.000 = 151.50 m.

2. The highest altitude of a building - 157.45 m. 3. Dimensions in millimetres, altitudes – in meters.

4. Dimensions of filling elements for openings should be clarified for the

manufacturer at the site. Fire resistance and smoke classes of filling

elements for openings is acc.to the List of specification and quantities of

filling elements of openings and Fire Safety Sub-Design.

5. The specific materials and colours should be agreed with the

Architect of the Project.

0 2017-06 FOR THE CONSTRUCTION PERMIT, TENDER

Revision DATE OF ISSUE REVISION STATUS. REASON FOR AMENDMENT (IF APPLICABLE)

QUAL.

CERT.

DOC.

NO.

“PANEVĖŽIO

MIESTPROJEKTAS”

UAB

NAME OF THE BUILDING PROJECT

CONSTRUCTION PROJECT FOR THE SPECIAL

PURPOSE BUILDING (WAREHOUSE) AT GENERAL

SILVESTRAS ŽUKAUSKAS TRAINING AREA, MAŽALOTĖ

VILL. 9, PABRADĖ ELDERSHIP, ŠVENČIONYS DISTRICT 27845 PM MARIJUS PONOMARIOVAS

A 1291 SPM ARVYDAS NARKEVIČIUS

DOCUMENT NAME

FIRST FLOOR PLAN, SCALE 1:100

Revision

ARCH MIGLĖ PAUŽAITĖ

0

LT

CLIENT



DOCUMENT ID

P/6875 - 01 - TP - SA_B - 01

Page Pages

1 1

No. ROOM Area, m2

110 Men’s WC’ 6.30 119 Shooting range operation department room (No. 11)

38.17 128 Storage room (No. 6) 27.99

101 Storage Room (No. 2) 104.46 111 Men’s shower 3.61 120 Storage room (No. 4) 67.83 129 Storage room (No. 6) 28.07

102 Switchboard Room 9.71 112 Women’s WC 2.76 121 Storage room (No. 5) 67.71 130 Storage room (No. 6) 27.99

103 Equipment maintenance and

minor repair room (No. 7)

83.90 113 Men’s changing room 7.00 122 Storage room (No. 6) 27.02 131 Storage room (No. 6) 28.07

104 Battery Room (No. 10) 7.28 114 Women’s shower 1.71 123 Storage room (No. 6) 27.99 132 Storage room (No. 6) 27.99

105 Technical Room (No. 8) 19.14 115 Women’s changing room 4.66 124 Storage room (No. 6) 28.07 133 Storage room (No. 6) 27.02

106 Storage Room (No. 1) 202.29 116 Rest room 11.51 125 Storage room (No. 6) 27.99 Total 1090.60

107 Boiler-House Room 9.20 117 Corridor 20.88 126 Storage room (No. 6) 28.07

108 Storage Room 44.62 118 Shooting range operation department room (No. 11)

38.17 127 Storage room (No. 6) 27.99

109 Cleaning Inventory Room 5.43

21

30

0

12

74

0

40

00

60

00

60

00

40

00

12

74

0

21

30

0

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

106150

Rain pipe Rain pipe Rain pipe Rain pipe Rain pipe 97590 Rain pipe Rain pipe Rain pipe Rain pipe Rain pipe Rain pipe

E E

i=12.28% i=12.28% i=12,28% i=12.28% i=12.28% i=12.28% i=12.28% i=12.28%

D D i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2,5% i=2,5%

i=12,28% i=12.28%

Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Head

Building expansion joint

i=12,28% i=12.28% i=12.28% i=12.28% i=12.28% i=12.28% i=12.28% i=12.28%

Deflector Deflector Deflector Deflector Deflector Deflector Deflector Deflector

C C

Deflector Deflector Deflector Deflector Deflector Deflector Deflector Deflector

Heated hatch to access to the roof

i=12.28% i=12.28% i=12.28% i=12,28% i=12.28% i=12.28% i=12.28% i=12.28%

LK1

Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater head Rainwater Head

Rainwater head i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2.5% i=2,5%

i=2.5% i=2.5% i=12.28% i=12.28%

B B

i=12.28% i=12.28% i=12.28% i=12,28% i=12,28% i=12.28% i=12.28% i=12.28%

A A

Rain pipe Rain pipe Rain pipe Rain pipe Rain pipe Rain gutter Rain pipe Rain pipe Rain pipe Rain pipe Rain pipe

4000 6000 6000 6000 6000 6000 6000 6000 6000 850 6000 6000 6000 5000 5000 5000 5000 5000 5000 4000

97590

106150

1 2 3 4 5 A

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

NOTES:

1. Building ±0.000 = 151.50 m.

2. The highest altitude of a building - 157.45 m.

3. Dimensions in millimetres, altitudes – in meters.

4. The specific materials and colours should be agreed with the Architect of the Project.

0 2017-06 FOR THE CONSTRUCTION PERMIT, TENDER

Revision DATE OF ISSUE REVISION STATUS. REASON FOR AMENDMENT (IF APPLICABLE)

QUAL.

CERT.

DOC.

NO.

“PANEVĖŽIO

MIESTPROJEKTAS"

UAB




ŽUKAUSKAS TRAINING AREA, MAŽALOTĖ VILL. 9, PABRADĖ

ELDERSHIP, ŠVENČIONYS DISTRICT 27845 PM MARIJUS PONOMARIOVAS

A 1291 PSM ARVYDAS NARKEVIČIUS

DOCUMENT NAME

ROOF PLAN, SCALE 1:100

Rev.


0

LT

CLIENT



DOCUMENT ID

P/6875 - 01 - TP - SA_B - 02

Page Pages

1 1

+5.950 +5.950

+5.270 +5.270

+3.630

+2.400 +3.000

+2.400

+2.400

+3.630

+1.200

+1.800

+0.900

+1.200

±0.000

±0.000

-1.000

-1.000

104850

1 21

+5.950 +5.950

+5.270 +5.270

+3.630

+3.000

+2.400

+2.400

+3.630

+1.200

+0.900

+1.800

+1.200

±0.000

±0.000

-1.000

-1.000

104850

21 1

+5.950

+3.963

+3.630

+1.200

+5.950

+3.963

+3.630

+1.200

+5.950

+3.963

+3.630

+1.200

+5,950

+3,963

+3,630

+1,200

+5,950

+3,963

+3,630

+2.400

+1.800

+3.000

+3.700

+3.000

+5.950

+3.963

+3.630

LEGEND:

Cement-bonded particle boards

(Colour is the same as for facade plastered - RAL7047)

Facades plastered

(Colour is the same as for cement-bonded particle boards - RAL7047)

Profiled supporting floor

(Colour RAL 6021, analogue of Rukki - RR36)

Metal colons and ramp corner protection, painted

(colour RAL7046)

Concrete surface without finishing

NOTES:

1. Building ±0.000 = 151.50 m.

2. The highest altitude of a building - 157.45 m.

3. Dimensions in millimetres, altitudes – in meters.

4. Dimensions of filling elements for openings should be

clarified for the manufacturer at the site. Fire resistance and

smoke classes of filling elements for openings is acc.to the

List of specification and quantities of filling elements of

openings.

5. The specific materials and colours should be agreed

with the Architect of the Project.

±0.000

-1.000

±0.000

-1.000

±0.000

-1.000

±0,000

-1,000

±0,000

-1,000

-1,000

±0.000

±0.000

-1.000

0 2017-06

FOR THE CONSTRUCTION PERMIT, TENDER

Revision

QUAL.

DATE OF ISSUE REVISION STATUS. REASON FOR AMENDMENT (IF APPLICABLE)

20000 20000 4000 12000 4000

CERT.

DOC.

NO.

27845

“PANEVĖŽIO

MIESTPROJEKTAS“

UAB

PM MARIJUS PONOMARIOVAS





PABRADĖ ELDERSHIP, ŠVENČIONYS DISTRICT

E A A E E D B A A 1291 PSM ARVYDAS NARKEVIČIUS


DOCUMENT NAME

FACADES BETWEEN AXES 1-21; 21-1; E-A; A-E

AND CROSS-SECTIONS A-A SCALE 1:100

Rev.

0

CLIENT

LT INFRASTRUCTURE DEVELOPMENT DEPARTMENT

DOCUMENT ID

P/6875 - 01 - TP - SA_B - 03

Page Pages

UNDER THE MINISTRY OF NAT IONAL DEFENCE 1 1

PRINCIPAL DIAGRAM OF HEATING SYSTEM

PRINCIPAL DIAGRAM OF HEAT CARRIER SUPPLY TO VENTILATION CALORIFIERS

From/to boiler house

Floors

Floors Floors

From/to boiler house for ventilation

From/to ventilation chamber R-2



R-2 chamber winding unit



27845 PV

Kval.patv.

dok. Nr.UAB „PANEVĖŽIO

MIESTPROJEKTAS"


Specialiosios paskirties pastato (sandėlio)Generolo Silvestro Žukausko poligone,

Mažalotės k. 9, Pabradės sen., Švenčionių r. statybos projektas

LapųLT

Užsakovas:

Infrastruktūros plėtros departamentas prie Krašto apsaugos miniterijos

PDV Vilmantas Štaupas

Lapas

Laida

012135

Laida Išleidimo data Laidos statusas. Keitimo priežastis (jei taikoma)0 2017-06 Statybos leidimui, konkursui

11

Magistralinių elektros tinklų skaičiavimo schema

P/6875-01-TP-E_B-05

Inlet

Name of panel, protection class, other

data

Equipped power, kWCalculation power, kWCalculation current, A

No of main route and groups

Automatiniojungiklio, kirtiklio,saugiklio vardinė

srovė, A

Kontaktorius,nuotėkio rėlė, ar kt.

Laidininko tipas,markė, skerspjūvis,gyslų skaičius, ilgis/Paklojimo būdas

Žymėjimas

Pir, kW

Psk, kW

Isk, A

Un, V

Įrenginio, ėmėjopavadinimas ir

vieta

80A

Al 4x50mm² L-40m PEHD D75 ΔU=0,61%From design MT 0.4kV SĮ Gr. 1

ĮSS1600x800x250mm, IP44, on plaster

2301,09

0,2

400

Reze

rvas

2300,91

0,2

Avar

inis -

evak

uacin

isap

šviet

imas

C6A

10

Cu 3x

1,5 m

m² E

30 P

VC D

20

C6A

9

Cu 3x

1,5 m

m² E

30 P

VC D

20 L-

45m

ΔU=0

,42%

230

Reze

rvas

14

C16A

15

C6A

GC-1

Gaisr

inės s

ignali

zacij

osce

ntralė

pat. 1

17

230/400V10-100A

Wh

Lizdas rezervinio autonominio maitinimo šaltinio(el. generatoriaus) pajungimui

4007,04

3,9

Gaisr

inio v

ande

ntiek

io va

ldymo

skyd

as pa

t. 107

2302,72

0,5

C16A

C6A

8

Cu 3x

2,5 m

m² P

VC D

25 L

-55m

ΔU=

0,77%

VAS-GVKS-1

Ryšių

komu

tacinė

spint

apa

t. 118

4003,61

2,0

Katili

nės v

aldym

o sky

das

pat. 1

07

16A

6

Cu 5x

4 mm²

PVC

D32

L-50

m ΔU

=0,29

%va

mzdž

iuose

sien

oje, a

tvira

i vam

zdžiu

ose

VAS-K

2303,62

0,8

Pasta

to pr

ieigų

apšv

ietim

as

2300,23

0,05

Foto

relė

su ju

tikliu

11

C10A

Cu 3x

1,5 m

m² P

VC D

20

12

C6A

K

FR LR

R A0

2300,23

0,05

Laiko

relė

Cu 5x

4 mm²

PVC

D32

L-50

m ΔU

=0,56

%In

tubes

in th

e wall

, ope

nly in

tube

s

vamz

džiuo

se si

enoje

, atvi

rai v

amzd

žiuos

e

vamz

džiuo

se si

enoje

, atvi

rai v

amzd

žiuos

e

vamz

džiuo

se si

enoje

, atvi

rai v

amzd

žiuos

e

40017,3

10,2

Apšv

ietim

o gali

os sk

ydas

pat. 1

02

40013,9

8,1

C25A

1

Cu 5x

4 mm²

PVC

D32

L-5m

ΔU=

0,14%

vamz

džiuo

se si

enoje

, atvi

rai v

amzd

žiuos

e

C20A

2Cu

5x6 m

m² P

VC D

40 L-

50m

ΔU=0

,78%

AJS-1 AJS-2

Apšv

ietim

o gali

os sk

ydas

pat. 1

17va

mzdž

iuose

sien

oje, a

tvira

i vam

zdžiu

ose

4005,43

3,2

Apšv

ietim

o gali

os sk

ydas

pat. 1

31

40010,64

5,9

C16A

3

Cu 5x

4 mm²

PVC

D32

L-75

m ΔU

=0,69

%va

mzdž

iuose

sien

oje, a

tvira

i vam

zdžiu

ose

C16A

4

Cu 5x

4 mm²

PVC

D32

L-15

m ΔU

=0,26

%

AJS-3 JS-A

Galio

s sky

das

pat. 1

03va

mzdž

iuose

sien

oje, a

tvira

i vam

zdžiu

ose

4006,86

3,8

Vėdin

imo s

kyda

s pa

t. 117

C16A

5

Cu 5x

4 mm²

PVC

D32

L-50

m ΔU

=0,55

%va

mzdž

iuose

sien

oje, a

tvira

i vam

zdžiu

ose

VS-1

C

4007,22

4,0

C10A

13

DI

Dujų

išgar

intoja

s (p

rie du

jų re

zervu

arų)

Cu 5x

4 mm²

PEH

D D4

0 L-7

5m Δ

U=0,8

6%in

a tre

nch i

n a tu

be

vamz

džiuo

se si

enoje

, atvi

rai v

amzd

žiuos

e

Cu 5x25mm² L-5m PVC D50

Pi=55,8kWPs=38,6kWIs=65,6AKp-0,7 cos-0,85

B+C class

16A30mA

600/5A Š1-0,4

1250800A

1 2

40080A

NH2

5 8 9

Š2-0,4

ConsumerOperator

400- A

NH2

3

400- A

NH2

4

Res.

place

630630A

NH3

ST 6 7

Res.

place

Res.

place

NH4Wh

AEEAS controller

BG

800/5A

ST

WhBG

KAS on MT wall

16

C20A

ARĮ

G

Petrol generator900x645x620mm~400V 10kVA 8kW(in a set with ARĮ)

4007,04

3,9

ARĮ

T1

MT 0,4kV SĮ

Equipped power, kWCalculation power, kWCalculation current, A

Nominal current of automatic switch, switcher, fuse, A

Contactor, leakage relay, etc.

Type, brand, cross-section, number

of cores, length of conductor/Method

of laying

Name and place of equipment and

taker

Marking

No of main route and groups

Socket for connection of reserve autonomous power source(el. generator)

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

In tu

bes

in th

e w

all,

open

ly in

tube

s

Ligh

ting

pow

er p

anel

No1

02

No1

17

No1

31

No1

03

No1

17

No1

07

Ligh

ting

pow

er p

anel

Ligh

ting

pow

er p

anel

Pow

er p

anel

Vent

ilatio

n pa

nel i

n pr

emis

e

Boi

ler r

oom

con

trol p

anel

Com

mun

icat

ion

com

mut

atio

n ca

bine

t in

prem

ise

No

118

Em

erge

ncy

- eva

quat

ion

light

ing

Bui

ldin

g ac

cess

ar

eas

light

ing

Pho

to re

lay

with

sen

sor

Tim

e re

lay

Gas

eva

pora

tor

(at g

as re

serv

oirs

)

Fire

wat

er s

uppl

y sy

stem

co

ntro

l pan

el in

pre

mis

e N

o 10

7

Res

erve

Res

erve

Fire

ala

rm s

yste

mC

ontro

l pan

el in

pre

mis

e N

o 11

7

⁄⁄

⁄ ⁄ ⁄ ⁄ ⁄ ⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄⁄

⁄ ⁄ ⁄ ⁄⁄

⁄⁄

R1500R1500

R1500

R1500

R1500

7 8 9 14

8

2 3 4 5 6 10

6000

11 12 13 15 16 17 18 19

2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19

6000 6000 6000 6000 6000 6000 6000 850 6000 6000 6000 5000 5000 5000 5000 5000 500097590

1

1

20 21

20 21

40004000

A A

B B

D D

E E

4000

6000

4000

1274

0

119

117

116

115114

113

112111

110

109

108

101

103

102 104

106

R1500

105

120

133

A

A

C C

6000

118

107

R1500

R1500

R1500 R1500

121

132 131 130 129 128

122

R1500

123

R1500

124

R1500

125

R1500

126

R1500

127

R1500

R1500 R1500 R1500 R1500 R1500

1270 2500 3250 1500 1500 1000 2000 2500 750 1500 1250 2500 5950 2500 2750 1500 3800 2500 2950 1500 1750 1000 2150 1500 1500 1500 2700 2500 3500 2500 2550 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 1970

2720 1500 5500 1500 3500 1500 4500 1500 4500 1500 4500 1500 4250 15005001000 3250 1500 3650 1500 1500 1500 3200 1500 4500 1500 3050 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 1970

97590

1274

0

±0,000=151,50m

ceiling+3,00 +2.60

+2.60

+2.60

+2.60

+2.60

+2.60

+2.60

+2.60

+2.60

+2.60

+2.60

ceiling+3,00

lubos+3,00

AJS-2

AJS-3

AJS-1

ĮSS

InletAl 4x50mm² L-40mPEHD D50 iš MT

M1M4

M13 M14 M15 M16

M22M21M20M19M18M17

M5M6

M8 M9 M10 M11 M12

3K3K

3K3K

3K

2

2

2

2

2

2

2

2

M2

M3

M7

VAS-K

GC-1

KS-1OVŠ-11F 115W

OVŠ-21F 115W

1F 150W

OVŠ-31F 115W

OVŠ-41F 115W

OVŠ-51F 115W

OVŠ-61F 115W

OVŠ-71F 115W

R-21F 1,5kW

R-11F 1,5kW

R-31F 1,0kW

VAS-GV

VS-1

FeZn 25x4mmL-10m

FeZn 25x4mmL-10m

(žr. P/6875-01-TP-E_B-04)

JS-A

AJS-3/gr.8 AJS-3/gr.8

AJS-3/gr.4 AJS-3/gr.4 AJS-3/gr.4 AJS-3/gr.4

AJS-3/gr.5 AJS-3/gr.5 AJS-3/gr.5 AJS-3/gr.5

AJS-3/gr.6 AJS-3/gr.6 AJS-3/gr.6 AJS-3/gr.7 AJS-3/gr.7 AJS-3/gr.7

ĮSS/gr.3 Cu 5x4mm² L-75m PVC D32

AJS-1/gr.5AJS-1/gr.5AJS-1/gr.5

AJS-1/gr.5

AJS-1/gr.5

AJS-1/gr.6

AJS-1/gr.6

AJS-1/gr.6AJS-1/gr.6AJS-1/gr.6

AJS-1/gr.6

AJS-1/gr.7

AJS-1/gr.7

AJS-1/gr.7


AJS-1/gr.9AJS-1/gr.9

AJS-1/gr.10

AJS-1/gr.10

AJS-1/gr.10

AJS-1/gr.10

AJS-1/gr.10

AJS-1/gr.10

AJS-1/gr.10


AJS-1/gr.11

AJS-1/gr.11

AJS-1/gr.11

AJS-1/gr.11 AJS-1/gr.11AJS-1/gr.11

AJS-1/gr.12

AJS-1/gr.12

AJS-1/gr.12

AJS-1/gr.12

AJS-1/gr.13 AJS-1/gr.13AJS-1/gr.13

AJS-1/gr.13

AJS-1/gr.14

AJS-1/gr.14


AJS-1/gr.14

AJS-2/gr.4

AJS-2/gr.4

AJS-2/gr.4

AJS-2/gr.5

AJS-2/gr.5

AJS-2/gr.6

AJS-2/gr.6

AJS-2/gr.6

AJS-2/gr.6

AJS-2/gr.6

AJS-2/gr.7

AJS-2/gr.7


AJS-2/gr.7

AJS-2/gr.8


AJS-2/gr.9

AJS-2/gr.9

AJS-2/gr.9

AJS-2/gr.9

Charging device3F 4,0kW

AJS-1/gr.7

JS-A/gr.2

JS-A/gr.2

JS-A/gr.1

JS-A/gr.5

2x Cu 5x4mm² L-125m1x Cu 12x1,5mm² L-125mPEHD D40

To gas evaporatorCu 5x4mm² L-75mPEHD D40

200x60mmL-40m

VS-1/gr.2

VS-1/gr.1

VS-1/gr.3

ĮSS/gr.2 Cu 5x6mm² L-50m PVC D40ĮSS/gr.5 Cu 5x4mm² L-50m PVC D32ĮSS/gr.8 Cu 3x2,5mm² L-55m PVC D25

ĮSS/gr.2 Cu 5x6mm² L-50m PVC D40ĮSS/gr.3 Cu 5x4mm² L-75m PVC D32ĮSS/gr.5 Cu 5x4mm² L-50m PVC D32ĮSS/gr.6 Cu 5x4mm² L-50m PVC D32ĮSS/gr.7 Cu 5x4mm² L-50m PVC D32ĮSS/gr.8 Cu 3x2,5mm² L-55m PVC D25ĮSS/gr.9 Cu 3x1,5mm² L-45m PVC D20

ĮSS/gr.6 Cu 5x4mm² L-50m PVC D32ĮSS/gr.7 Cu 5x4mm² L-50m PVC D32

~400V 10kVA su ARĮ(900x645x620mm)

SK1 SK2

⁄ ⁄ ⁄ ⁄ ⁄

⁄⁄⁄⁄⁄

FeZn 40x4mmL-7m (in trench)

External earthing contour (žr. P/6875-01-TP_B-04)

FeZn 40x4mmL-7m (in trench)

Nr. PATALPA Plotas,m²


102 Elektros įvado patalpa 9,71

103 Įrangos techninės priežiūros ir smulkaus remontopatalpa (Nr. 7) 83,90

104 Akumuliatorių krovimo patalpa (Nr. 10) 7,28

105 Techninė patalpa (Nr. 8) 19,14


107 Katilinė 9,20


109 Valymo inventoriaus patalpa 5,43

110 Vyrų WC 6,30

111 Vyrų dušai 3,61

112 Moterų WC 2,76

113 Vyrų persirengimo patalpa 7,00

114 Moterų dušas 1,71

115 Moterų persirengimo patalpa 4,66

116 Poilsio patalpa 11,51

117 Koridorius 20,88

















VISO: 1092,70

PATALPŲ EKSPLIKACIJA:

27845 PM

Qual.cert.

doc. No.UAB PANEVĖŽIO

MIESTPROJEKTAS


CONSTRUCTION PROJECT FOR THE SPECIAL PURPOSE BUILDING (WAREHOUSE) AT GENERAL SILVESTRAS ŽUKAUSKAS TRAINING


PagesEN

Client:

Infrastructure Development Department under the Ministry of National Defence

PPM Vilmantas Štaupas

Page

Rev.

012135

Revision Date of issue Revision status Reason for amendment (if applicable)0 2017-06 For the construction permit, tender

11P/6875-01-TP-E_B-01

1st floor plan with power electric equipment and arterial netowrks M1:100

Remarks1. Mounting works have to be performed according to the requirements of general rules of Electric equipment installation mechanism.2. Place of equipment installation to be specified during mounting works performance.3. Cables have to be mounted in protective tubes, under plaster or over suspended ceiling.4. Height of electric sockets mounting is 1.0 m (in manufacture premises), 0.3m (in administrative premises).

Electric socket with earthing IP20, IP44

Triple electric socket with earthing IP20, IP44

VentilatorStatiorary el. equipment connection point

Triple electric socket with earthing for computers IP20

Cabele laid from undernearth (stand)

Cabele goes up (stand)

Cabele laid from above (stand)

Cabele goes down (stand)

Legend

Lighting - power panel

2 2

3K

Volumetric water heater

Three-phase electric socket

Weak currents (connection, alarm system) panel

Safety switch

Arterial electric networks calculation scheme

05

/signature/

/signature/

27845 PM

Qual.conf.

doc. NoUAB „PANEVĖŽIO

MIESTPROJEKTAS"


Construction project for a special purpose building (warehouse) at general Silvestras Žukauskas training area,

Mažalotė vill. 9, Pabradė Eldership, Švenčionys Distr.

PagesLT

Customer:


PPM Vilmantas Staupas

Page

Issue

012135

Issue Date of issue Issue status. Reason of amendment (if applied)0 2017-06 For construction permit, tender

11P/6875-01-TP-ER_B-01

Principal scheme of electronic communication

1

2

3

4

5

6

7

8

9

10

11

12

Switchboard KS-1Premise No118

24 p. networks commutatori

Earthing panel7x230V electric sockets unit

UPS 250VA

Cables arrangement panel

Ventilators panel

6 cat. 24xRJ45 commutation panel

12 SC ODF panelPanel with 1 LSA+ plinth

Cables arrangement panel

Telephone - computer network scheme

Optic

al ca

ble 12

SM

9/125

µm L-

175m

Telep

hone

cable

10x2

x0,6m

m L-

175m

In the designed and present RKKS(from the building 51O1b to server room)

printerKDV1

UT

P 6

cat.

3x5m

UT

P 6

cat.

3x10

m

UT

P 6

cat.

3x20

m

UT

P 6

cat.

3x25

m

UT

P 6

cat.

2x10

m

1-A-131-A-14

1-A-011-A-021-A-03

1-A-041-A-051-A-06

1-A-071-A-081-A-09

1-A-101-A-111-A-12

KDV2 KDV3 KDV4

1st

floor

Repeater in the building 51O1b

(in the watcher's premises)

S-1 FTP 4x2x0,5 L=190m

~230V

2x1,0mm² L-5m

GC-1

117 premise

FCP

loop 1 2x1,0mm² L-340m

1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/10 1/11 1/12 1/13 1/14 1/15

D D D D D 1I/O D D D D D D D

117

109

117

117

117

113

107

107

116

115

118

119

119

120

121

1/16 1/17 1/18 1/19 1/20 1/21 1/22 1/23 1/24 1/25 1/26 1/27 1/28 1/29

D D D D D D D D D D D D

133 132 ramp 131 130 129 128 127 126 125 124 ramp 123 122

1/30 1/31 1/32 1/33 1/34 1/35 1/36 1/37 1/38 1/39 1/40 1/41 1/42 1/43 1/44

D D D D D D D D D D D D D D D

121 120 118 115 108 106 106 106 103 103 103 101 101 101 103

1/45

D

103

1/46

D

104

1/47

1I/O

102

1/48

D

102

1/49

ramp

1/50

D

105

1/51

D

106

1/52

D

106

1/53

D

108

1/54

D

110

Legend

GC

Fire alarm control panel

Fire alarm repeater

D

1I/O

Smoke detector Manual danger alarm

device

Interior sound alarm

Sound and fire alarm device

Inlet / outlet module

Outlet module purpose

1/8 - Boiler room control

1/47 - Ventilation shut-down

0 2017-06 For the construction permit, tender

Revision Date of issue Rev. status. Reason for amendment (if applicable)

Qual.

appr.

doc. No.

27845 PV

UAB PANEVĖŽIO

MIESTPROJEKTAS


Construction project for the special purpose building (warehouse)

in General Silvestras Žukauskas Training area, Mažalotė vill. 9, Pabradė eldership., Švenčionys district

Rev.

12135 PPM Vilmantas Štaupas Principal fire alarm drawing 0

Client:

EN


P/6875-01-TP-GSS_B-01

Page

1

Pages

1

Co

ntr

ol c

abin

et V

AS

-

K

DN

32

In

let

~230

V 2

.5kW

ĮSS/

gr.6

Cu

3x4

PV

C D

32 L

-

10m

T1

DN

20

Bo

iler

po

wer

su

ppl

y

Cu

3x1.

5 L-

10m

Bo

iler

on

, fau

lt

Cu

4x0.

75 L

-10m

Bo

iler

pu

mp

pow

er

sup

ply

Cu

3x1.

5 L-

10m

B

oile

r p

um

p f

ault

Cu

2x0,

75 L

-10m

DN

32

T

2

DN

20

DN

32

T

1

Bo

iler

po

wer

su

ppl

y

Cu

3x1.

5 L-

10m

Bo

iler

on

, fau

lt

Cu

4x0.

75 L

-10m

DN

25

DN

32

T

2

Bo

iler

pu

mp

pow

er s

up

ply

Cu

3x1.

5 L-

10m

B

oile

r p

um

p f

ault

Cu

2x0.

75 L

-10m

Sup

ply

wat

er m

eter

Cu

2x0.

75 L

-10m

DN

20

Hea

t ex

chan

ger

sup

ply

tem

pera

ture

Cu

2x0.

75 L

-10m

Act

ivat

ing

wat

er s

ofte

nin

g

Cu

2x0.

75 L

-10m

Po

wer

su

pp

ly f

or

the

wat

er s

oft

enin

g d

evic

e

Cu

3x1.

5 L-

10m

Val

ve a

ctu

ato

r co

ntr

ol

Cu

3x1.

0 L-

10m

Po

wer

su

pp

ly f

or

the

hea

tin

g

circ

uit

pum

p

Cu

3x1.

5 L-

10m

H

atin

g ci

rcui

t p

um

p fa

ult

Cu

2x0.

75 L

-10m

DN

25

Sup

ply

wat

er

tem

per

atur

e

Cu

2x0.

75 L

-10m

D

N32

DN

32

D

N40

Ret

urn

wat

er t

emp

erat

ure

Cu

2x0.

75 L

-10m

Po

wer

su

pp

ly f

or

the

ven

tila

tio

n

circ

uit

pum

p

Cu

3x1.

5 L-

10m

V

enti

lati

on

circ

uit

pum

p f

ault

Cu

2x0

.75

L-10

m s

up

ply

wat

er t

emp

erat

ure

Cu

2x0.

75 L

-10m

DN

32

DN

32

D

N40

DN

32

DN

32

DN

32

R

etu

rn w

ater

tem

per

atu

re

Cu

2x0.

75 L

-10m

Po

wer

su

pp

ly f

or

the

HW

ci

rcu

it p

ump

Cu

3x1.

5 L-

10m

H

W c

ircu

it p

um

p fa

ult

Cu

2x0

.75

L-10

m s

up

ply

wat

er t

emp

erat

ure

Cu

2x0.

75 L

-10m

DN

32

DN

40

DN

40

R

etu

rn w

ater

te

mp

erat

ure

Cu

2x0.

75 L

-10m

Ho

t w

ater

tem

pera

ture

Cu

2x0.

75 L

-10m

Do

or

ope

nin

g al

arm

Cu

2x0.

75 L

-5m

Fire

ala

rm

Cu

2x0.

75 L

-5m

Ou

tdo

or

air

tem

per

atur

e

Cu

2x0,

75 L

-5m

D

N2

5

DN

25

V

1

Fau

lt D

N4

0

Gas

leak

sen

sor

Cu

2x0,

75 L

-10m

V

1

T3

1

20%

DN

25

G

as c

ut-

off

val

ve

Cu

2x0,

75 L

-10m

40%

T

4

Low

HW

pre

ssu

re

Cu

2x0.

75 L

-10m

Po

wer

su

pp

ly f

or

the

HW

ci

rcu

lati

on

pu

mp

Cu

3x1.

5 L-

10m

H

W c

ircu

lati

on

pum

p fa

ult

Cu

2x0.

75 L

-10m

AI

DI

AO

DO

Bus

HL1

Voltage control

SA A-0-I

SA A-0-I

SA A-0-I

SA A-0-I

SA A-0-I

SA A-0-I

AI 9

DI 16

AO 1

DO 7

Bus 0

HL2

UPS K K K K K K K K GSM modem

Gas leak alarm

K

Fault

BT0

T

HOT WATER

CIRCULATION DN25

INTO HOT WATER SUPPLY

DN40

42B

K1

45kW

K2

45kW

TO/FROM THE

HEATING SYSTEM

DN40

32 32A

33 33A

T

TO/FROM VENTILATION

SYSTEM DN32

52 52A

Boiler 400 l

B1

43A DN40

T3

406

43

407

45 P2

P

K1.1 K2.1 D-3 D-4 BT3 53A T 53

TV-1 405 SR-1

BT6 BT4 T M

S-1 M

23

23A

S-2

M T

BT2

303

304

D-8

D-9

T

BT5

T

BT7

20 DN50 T1

A-6

S-5

43C

A-1

1 2 25

24

A-2

3 4

25A

24A

M

S-3

M

TR-1

301

30

D-5

302

A-8

M

S-6

501 502

50

A-4

M

S-4

401

402

43B

T BT8

T2

D-6

42A

T4

DN40

V1

DN25

DN25

9 11

T BT1

11A

503 D-7 46 44A

DN40 DN40 DN40

DN40

T1

16

12

10 8 T2

T1

T1 14

T2

P1

DN50

DN50

DN40

V1

44

404 A-5

42

KS-1

D-1 13

D-2

P SrR-3

409 A-7

26A

41

AP-1

408 DN20

V1

40 403

FROM COLD WATER SUPPLY

DN40

Legend

VAS – control automation cabinet Programmable regulator (controller) outlets:

AĮ – analog inlet

0 June 2017 For the construction permit, tender

Revision Date of issue Revision status. Reason for amendment (if applicable)

Qual. appr.

Construction project for the special purpose building (warehouse) in General Silvestras Žukauskas

Training Area, Mažalotė vill. 9, Pabradė eldership, Švenčionys distr.

VB – control panel or controller

S – pump motor

VMI – water softening device

TR – water valve actuator BT – water temperature sensor

AO – analog outlet DI –digital inlet

DO – digital outlet

doc.

No.

27845 PV

UAB PANEVĖŽIO

MIESTPROJEKTAS


Basic scheme of the boiler room automation

Revision

P - water pressure sensor SF - automatic

cut-off switch SA - A-0-R switch

K – intermediary relay or contactor

QS – inlet switch

12135 EN

PPM Vilmantas Štaupas Client:

Infrastructure Development Department under the

Ministry of National Defence

P/6875-01-TP-PVA_B-01 Page

1

0 Pages

1

El.

Net

wo

rk in

let

afte

r A

RI

See

the

E p

art

5x4

L-12

5m

(see

th

e E

par

t)

5x4

L-12

5m

(see

th

e E

par

t)

12x1

,5 L

-125

m

(see

th

e E

par

t)

3x1.

5 L-

5m

3x1.

5 L-

5m

3x0.

75 L

-5m

2x0,

8 L-

300m

20x0

,5 L

-190

m

3x1,

5 L-

5m L

ight

boar

d

‘Fir

e ex

tin

guis

hin

g

stat

ion

’

1st floor

GV-19 GV-20 GV-21 GV-22

GV-7 GV-8 GV-9 GV-10 GV-11 GV-12 GV-13 GV-14 GV-15 GV-16 GV-17 GV-18

Fire water tank 1

Fire water tank 2

V1 (supplement)

S-2

S-1

P-3.7kW

LJ

LJ

P1

TR-2 P

TR-1

GV-1 GV-2 GV-3 GV-4 GV-5 GV-6

V1 (supplement) LJ

LJ

IP

QS K K

SA A-0-I

K K SF

SA A-0-I

Automation cabinet VAS-GV

Legend

VAS – control automation cabinet

IP – indicator panel

P – pressure switch

LJ – level sensor GV – Button in the fire water tap cabinet

0 June 2017 For the construction permit, tender

Revision Date of issue Rev. status. Reason for amendment (if applicable)

Qual. appr.

Construction project for the special purpose building (warehouse) in General Silvestras Žukauskas

K – intermediary relay or contactor

SA –switch

KT – time relay

SF – automatic cut-off switch

doc. No. 27845

PV

UAB PANEVĖŽIO

MIESTPROJEKTAS Marijus Ponomariovas

Training Area, Mažalotės k. 9, Pabradė elderate., Švenčionys district

Revision

QS – inlet switch

TR – valve with an actuator 12135 PPM Vilmantas Štaupas Basic scheme of fire safety water supply automation

0

Client:

EN

Infrastructure Development Department

under the Ministry of National Defence

P/6875-01-TP-PVA_B-02

Page

1

Pages

1

T2

NOTES:

1. AIR BLEED VALVES MUST BE INSTALLED IN THE HIGHEST POINT AND THE

DRAINAGE VALVES – IN THE LOWEST POINT (ACCORDING TO THE ARRANGEMENT

OF EQUIPMENT AND PIPES IN THE BOILER ROOM).

2. SEE THE BOILER ROOM DEVICES ACCORDING TO THE POS. NO. IN THE LIST OF COSTS.

0 May 2017

REVISION DATE OF ISSUE

FOR THE CONSTRUCTION PERMIT, TENDER

REVISION STATUS. REASON FOR AMENDMENT (IF APPLICABLE)

Boiler room boundary

To, from the heating

system DN40 To, from the ventilation

Boiler 400 l

HOT WATER CIRCULATION DN25

To hot water supply DN40

From cold water supply DN40