MONTENEGRO MINISTRY OF SUSTAINABLE...

MONTENEGRO

MINISTRY OF SUSTAINABLE DEVELOPMENT AND TOURISM

DIRECTORATE FOR SPATIAL PLANNING

Number: 04-29/1

Podgorica, 19 February 2014

Ministry of Transport and Maritime Affairs

Please find attached the Urban Planning and Technical Requirements for technical

documentation for the Bar – Boljare highway, section Smokovac- Matesevo, in accordance

with the Detailed Spatial Plan of Bar - Boljare highway.

DIRECTOR-GENERAL

Sanja Ljeskovic Mitrovic

Coordinator of the Department for

National Planning Documents

Stevo Davidovic

Prepared by:

Igor Vujacic

Delivered to:

-Ministry of Transport and Maritime Affairs

-Directorate for Construction

-Archives

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

IV Proleterske brigade 19, 81000 Podgorica

Tel: (+382) 20 446 276; Fax: (+382) 20 446-228

Web: www .mrt.gov.me

MONTENEGRO



Number: 04-29/1

Podgorica, 19 February 2014

The Ministry of Sustainable Development and Tourism, pursuant to Article 62a of the Law on

Spatial Development and Construction of Structures (“Official Gazette of Montenegro",

51/08, 40/10, 34/11 and 35/13), at the request of the Ministry of Transport and Maritime

Affairs, hereby issues the following:

URBAN PLANNING AND TECHNICAL REQUIREMENTS

for technical documentation for the Bar – Boljare highway, section Smokovac- Matesevo, in

accordance with the Detailed Spatial Plan of Bar - Boljare highway.

The Detailed Spatial Plan of Bar – Boljare Highway (hereinafter: DSP) identified the corridor

for construction of the highway starting from the existing semi-motorway section from

Djurman and Sozina tunnel to the intersection with the main road Podgorica - Petrovac, after

which the highway will be designed to continue to Tanki Rt and Podgorica, Bioce, Pelev

Brijeg and Verusa, up to Matesevo, and from Matesevo to Andrijevica and Berane, up to

Boljare.

These requirements define the highway section Smokovac - Matesevo, which is, on the basis

of planning requirements, the first phase of implementation of the entire project.

Based on the Detailed Spatial Plan Bar – Boljare, within the marked boundaries of the Plan, it

is necessary to ensure the status of complex and functional protection and quality spatial

development of the areas connected by the highway and through which it runs.

In this regard three categories of Urban Planning and Technical Requirements are defined:

Category I of Urban Planning and Technical Requirements for the highway and facilities

that are an integral part of the way: bridges, viaducts, tunnels, fails, two-level interchanges,

cuttings, embankments, toll gates, etc.;

Category II of Urban Planning and Technical Requirements for associated facilities:

maintenance centers, gas stations, rest areas with sanitary, catering and service facilities,

information desks, etc.; necessary for the maintenance of the highway and facilities necessary

for the highway users:

Category III of Urban Planning and Technical Requirements for the construction of

residential, commercial, social, catering, municipal and other facilities within the boundaries

of the Plan.

On the consolidated highway route from the DSP, the urban planning and technical

requirements for the facilities marked as categories I and II will be specified directly from the

planning document DSP. In this sense, sections and locations of category I and category II

facilities along those sections are identified in the planning document.

Category III of Urban Planning and Technical Requirements is defined in the Guidelines for

the construction of structures in areas covered by the plan.

Category I of Urban Planning and Technical Requirements

1. Geometrical parameters for the design of the highway are the following:

GEOMETRICAL PARAMETERS FOR HIGHWAY DESIGN

TYPE DESCRIPTION CHARACTERISTICS

GENERAL Computational speed on the highway 80-130 km/h

Computational speed on the access

roads

min 40km/h

Max route length 20xVr

Minimum length of visibility when

braking

Reference to the table1

Minimum length of visibility when

overtaking

680-780 m

80-100 km/h

Minimum length of stopping

distance (added category)

Diagram of dependent friction

speed1

PLAN

Minimum diameter of horizontal

curvature

250-450-700-850 m

80-100-120-130 km/h

Minimum length of the transition

curve

50-70-100 m

80-100-130 km/h

Minimum diameter of horizontal 40m

1Rulebook on main requirements to be met by public roads outside urban areas and their elements with respect to

traffic safety (Official Gazette of SFRY 35/81) and in compliance with TEM standards

curvature on the access roads

Minimum length of lane for slow

vehicles

800m

PROFILE

GRADE

Minimum diameter of convex

fracture for the highway

4.250-9.000-23.500

m80-100-130 km/h

Minimum diameter of convex

fracture for access roads

500m

Minimum diameter of concave

fracture for the highway

2.400-4.000-7.600 m

80-100-130 km/h

Minimum diameter of concave

fracture for access roads

700m

Maximum gradient 4-6%

Maximum gradient for access roads 7% up; 8% down

Minimum gradient on embankments 0.5%

Minimum gradient at cutting 0.5%

Minimum crossfall 2.0-2.5%

Maximum crossfall 7%

Average value of the relative slope

of carriageway edging

0.5-0.75%

Maximum gradient in tunnels and

facilities (added category) T<500 m same as on the route

500 m <T< 1.000 m 4%

1.000 m<T<3.500 m 3%

3.500 m<T<1.5%

HIGHWAY

CROSS-

SECTION

Width of:

traffic lanes 3.25-3.5-3.75 m

80-100 km/h; > 100 km/h

slow lanes 3.0-3.5 m

≤ 100 km/h; > 100 km / h

emergency lanes 2.5 m

emergency lanes in tunnels and on

bridges

bridge <150m

tunnel <200 m

marginal strips 0.30-0.5

marginal strips between lanes and

emergency lanes

0.25-0.5

median strip 3.0 or 4.0 m

Width of shoulders 1-1.5

Clear height 4.70 + 0.20m

The calculation of the equivalent

traffic volume to be made with the

reference axis of 115 kN

115kN

2. For the planned corridor, the Study of geological, geomechanical, and engineering-

geological and hydrological characteristics of the terrain shall be prepared, in addition

to base maps for the selection of highway route and facilities on the highway.

3. The highway pavement shall be designed - dimensioned to the maximum axle

pressures by vehicles that will use the highway.

4. Bridges and viaducts shall be designed in accordance with applicable professional

regulations and standards and based on climatic, geological, seismic, etc., conditions

of micro location of the route.

Also, provide uniform elements to design the facilities respecting the environmental

characteristics of the micro location affecting the design.

5. Tunnels shall be designed in accordance with relevant regulations and standards as

well as on the basis of climate, geological, seismic and similar conditions of micro

location on the route. In addition, uniform design elements shall be provided for

portals of facilities while respecting the environmental characteristics of micro

location affecting the design.

6. The design of the cuts stems from the relevant regulations and standards as well as the

climatic and geological, hydrological, seismic and similar conditions of micro location

of the route. For these facilities, maximum height of the cuts shall be 50 m and final

finishing shall be in accordance with natural and environmental characteristics of

micro location.

7. Design of embankments stems from the relevant regulations and standards as well as

the climatic and geological, hydrological, seismic, and similar conditions of micro

location of the route. For these facilities maximum height of embankments shall be 30

m and final finishing shall be in accordance with the natural and environmental

characteristics of micro location.

8. At the cross section of the highway, highway facilities (bridges, interchanges,

underpasses, overpasses, etc.) and traffic areas of supporting highway facilities, the

following shall be provided: guardrails on both sides for vehicles on the road in case

of accident, curbs on both sides along the edge lanes for channeled collection and

drainage of contaminated storm water from the carriageway surface, treatment of

collected storm water from suspended solids in oil, fuel and other deposited pollution,

before it is discharged into a recipient; drainage in the highway body using drainage

systems in the areas of quality agricultural land; controlled water flow down the slope,

humus spreading on the slopes and greening (grassing) of embankments by ground

vegetation of native plant species in order to strengthen the soil and reduce erosion;

9. The locations of all water facilities that require corresponding technical conditions and

restrictions in relation to water facilities shall be specified (water intake structures,

wastewater outfalls, regulation structures, etc.);

10. Measures to protect against noise and vibration:

In areas with built residential, commercial and/or commercial premises where the

expected noise levels are above the limit values from the highway and high speed

railway, technical protection measures will be provided in the form of sound barriers

made of adequate materials and forms, minimally violating visual properties of the

landscape;

Relevant measures to protect against vibration shall be foreseen, by special designs,

for the existing vulnerable facilities which are located within a distance of 50 m left

and right of the carriageway and 125m from the edge of the railway land.

11. Measures to protect from air pollution:

Protective forest belts will be erected along the highway composed of different

types of plants resistant to air pollution; and

Adequate landscaping solutions will be provided for the protection against

intensified air pollution from the highway at the locations of supporting facilities

(rest areas, parking lots, gas stations and motels).

12. Measures for aesthetic planning of the highway corridor or landscape design are

extremely important, because it is part of the visual experience of the area. Aesthetic

and visual experience of the infrastructure corridor users will be provided by applying

the principle of raising protective barriers and opening up vistas when designing the

terrain for highway facilities and associated facilities, in addition to special

landscaping and indigenous vegetation with planned visual experience for the highway

to be recognized as a specific infrastructure facility in the Ecological State of

Montenegro, as an accentuated “green highway".

13. Measures to protect wildlife - wherever possible, underpasses or overpasses for

animals (ecological corridors) will be provided on the highway, at distances that will

be determined based on analysis of population and the required level of

communication of animal species (locations of hunting areas, forests, agricultural land,

water courses and channels, depressions, habitats with indigenous vegetation, etc.).

14. On bridges, viaducts and similar facilities, as needed, footpaths will be designed for

inspection and maintenance purposes.

15. Water supply to the highway. In order to create conditions for use, protection and

maintenance of the highway, water supply will be provided, inter alia, for the

following purposes:

for road maintenance centers, at the chainages for control and operation facilities,

which will be located at the road maintenance centers;

for toll gates at their chainages:

for gas stations

for rest areas

for “water” fire protection of the tunnel

for the needs of local residents located in the highway corridor, if the existing water

supply is unsatisfactory, conditions for water supply will be provided.

It is estimated that, for all previously reported consumers along the highway, it is necessary to

provide water supply with a total installed capacity of about 70 l/s.

The required water supply to the above mentioned consumers is planned to be as follows:

For consumers at chainage 50+000, by providing service connection to the water

supply system of Podgorica


supply system of Bioce

For consumers at chainages 64+000 and 69+000, by constructing a water intake

structure and providing water supply from the area of Bioce, as a separate water

supply system for consumers in Pelev Brijeg and Gusici. It is desirable to use this

water supply system to supply water to the population of Pelev Brijeg and nearby

villages in the highway corridor, since it is a waterless area.

For consumers at chainage 76+000, by constructing water intake structure and

providing water supply from the area of Verusa, as an independent water supply

system on the road interchange to Verusa.


supply system of Matesevo.

Bearing in mind the long term and currently unpredictable impact of the highway on

demographic changes and economic development, in a wider area of the highway, it is

necessary to anticipate the construction of a transmission and distribution pipeline of 300 mm

in diameter along the route. In the final phase of highway construction this pipeline would

serve as the basis of the regional water supply in the corridor, and provide high operational

reliability of water supply to all consumers, with possible installed capacity of more than 300

1/s.

In the phase of construction of individual facilities and highway sections, a “tube” will be

constructed for the pipeline installation, whereas the pipeline and the supporting facilities,

including service connections to include new water sources into the system, shall be installed

in accordance with actual increases in water demand.

16. Power supply to the highway. Location, capacity and number of individual

elements of the power supply system for power supply to the highway will be

specified by technical documentation including the selection of MV substations

(medium voltage substations) of 10 kV to 35 kV.

Power supply to the highway will be provided through HV/MV (high/medium voltage)

substations and MV/LV (medium/low voltage) substations from the existing power supply

system of the Electric Power Industry of Montenegro (EPCG).

For the provision of medium voltage, it is necessary to build new HV/MV substations, and

where possible to reconstruct or upgrade the existing HV/MV substations.

HV/MV substations need to have the option of two-side feeding through the connected line or

open loop and shall be prepared for the introduction of remote monitoring and control. HV

overhead network may operate in closed loop.

Each MV/LV substation needs to have the possibility of two-side feeding concept of open

loop. HV/MV substation outlets and sections between the MV/LV substations will be

installed as 3 x 1 x XHE 49 A.

Low-voltage grid will be installed as a cable (underground) grid to the location of connection

boxes. The grid will be radial, and the power ring will be designed for important facilities as

part of their installation. The grid will be made of nn cables, type PPOO or XPOO, 6/1kV.

Electrical installation for all new facilities shall be performed in accordance with applicable

technical regulations and standards and standards of the senior level plan. Installations shall

meet the applicable technical regulations and standards in the field of low voltage electrical

installations.

The choice of lighting will be made according to the applicable European standards.

Due to specific requirements for constructing the facility - the highway, detailed requirements

for connecting to the grid and power supply to the highway and facilities in the corridor shall

be obtained from EPCG. The obtained requirements will be an integral part of these Urban

Planning and Technical Requirements.

17. Providing telecommunication services to the highway. In accordance with the

guidelines of the Spatial Plan of Montenegro until 2020, with the aim of providing

telecommunication services to planned facilities as an integral technological system of

the highway that needs to provide the functions of transmission of voice and data,

video surveillance, fire protection and other protection, and networking functional

content, it is necessary to create the possibility of telecommunication connections

along the entire highway route.

In this sense, at all locations where the facilities for the functional content are planned, it is

necessary to provide telecommunication connections by installing telecommunication cables

and optical and network cables. For the purpose of providing continuity of operation of

telecommunication services, connections to alternative telecommunication systems will be

planned, such as mobile phones, WiMAX, etc.

18. The plan of links between the highway and the surrounding area, intersection of the

highway with other roads (main, regional, local and any other road) and transport

route of any kind, will be designed and constructed in different levels.

19. Connections (interchanges, nodes) between towns, townships, public roads, etc. and

the highway will be built in two levels in the places provided for in DSP of the

highway. Connections to the highway, according to the foregoing, will be designed

and built at the following locations:

Smokovac around km 52 + 000- as a link to the Adriatic-Ionian highway;

Pelev Brijeg around km 69 + 000- as a link for the surrounding villages;

Verusa around km 76 + 000- as a link for the planned regional road to Albania;

Matesevo around km 90 + 000- as a link to Kolasin and the Adriatic highway.

The planned corridor Bar - Boljare is 2 km long according to DSP, and variations may occur

within the corridor, which will be established through the development of technical

documentation.

20. At connection points (interchanges, nodes), it is mandatory to design and construct

the facilities and install the devices and installations for: keeping records on the

number of vehicles that use the highway in both directions, and the number of entries

and exits by vehicles at every connection point (interchange) individually (display of

daily and monthly traffic flow),

21. Seismic effects on the highway and facilities on the highway; previously the

Contracting Authority needs to prepare a study of seismic behavior.

When doing the calculations for highway facilities, the fact that the highway and the facilities

are of the utmost importance for Montenegro has to be taken into account.

22. Landscape architecture

Previously, the Contracting Authority needs to prepare a detailed landscape study

and measures for mitigating landscape degradation.

For the highway corridor, a study on the protection of space shall be prepared,

including the protection and preservation of natural heritage, environmental and

landscape values and natural monuments, plans for landscaping and protection of

space, protection of agricultural land, etc.

Guidelines from the detailed landscape study shall be implemented by the landscape

architecture design, to provide an optimal solution and mitigate the negative impacts of

construction on the landscape by planting new and using the existing plants.

23. For the highway corridor, a study on the protection of architectural heritage shall be

prepared, including the protection of archaeological sites, cultural and historical

monuments in built areas, plans for organization and protection of architectural

heritage and the like.

In preparing the study, cooperation with the National Institute for Protection of Cultural

Monuments and the competent state body for these activities shall be established.

24. For the highway design and construction, specific requirements shall be obtained

from the competent state body for the defense, and the obtained requirements shall be

an integral part of these Urban Planning and Technical Requirements.

25. Due to the specific requirements for the construction of the facility - highway,

during the design phase, detailed requirements for protecting the environment from the

effects of the highway and facilities in the corridor shall be obtained from the Ministry

of Sustainable Development and Tourism. Also, detailed requirements for the design

shall be obtained from the Ministry of Agriculture and Rural Development. The

obtained requirements shall be an integral part of these Urban Planning and Technical

Requirements.

26. During the highway design and construction, specific requirements shall be

obtained from the Institute of Hydrometeorology and Seismology, and the obtained

requirements shall be an integral part of these Urban Planning and Technical

Requirements.

When preparing project documents for the highway construction, the conditions in the

Moraca basin shall be respected:

The Moraca basin, in Smokovac zone (above the bridge Smokovac), ground level

of the planned hydropower plant Zlatica at 81 (eighty-one) meters above sea level;

Upstream from this accumulation, the hydropower plant of “Milunovici” is planned

to be constructed with the dam in the district of Milunovici village profile and its angle

of regular slowdown to 119 meters above sea level. The corridor area touches this

storage basin to the west.

Further upstream the construction of the hydroelectric power plant of “Raslovici” is

foreseen in the profile of Dubocica with angle of regular slowdown to 155 meters

above sea level. This accumulation borders on the future highway area to the west as

well.

27. As part of the preparation of project documents and construction of the highway,

conditions for safe highway traffic shall be provided, such as:

Disable access to the highway lanes, other than at planned points, by the

construction of protective fences along the highway,

Provide efficient multi-stage fire protection measures,

Provide conditions for rapid intervention in case of need; (adequate resources for

intervention, access roads for official use, emergency entries and exists to the highway

lanes outside of connection points, etc.)

Where landslides, avalanches, rockslides, etc. may occur, protective facilities shall

be erected such as the construction of roof protection and other relevant structures for

protection and the like.

28. The highway will be planned and designed to be built in stages under the following

conditions:

Construction, section by section, of both carriageways between two or more

connection points (interchanges, nodes) with the construction of access ramps or

individual facilities that functionally make up a technical unit, and all after the

preparation of the Main Design.

29. Provide space for the main natural gas pipeline with connections to Matesevo -

Kolasin and Podgorica, after the construction of the highway section Matesevo -

Boljare and connection to the main natural gas pipeline from Serbia. Pipeline diameter

457.2 mm (18") will be planned. In the gas pipeline zone, in the belt extending 5 m on

both sides of the axis, it is forbidden to grow plants whose roots can reach depths to

1m, i.e. for which tillage depth has to exceed 0.5 m. In the belt extending 30 m to the

left and right of the pipeline, the construction of residential buildings or

accommodation facilities shall be prohibited for security reasons. The distance

between the gas pipeline and the highway shall be greater than 20m, starting from the

outer edge of the road area, as well as greater than 10m in zones of regulated

watercourses and canals, counting from the embankment base. If the pipeline is placed

under the road, following road excavation, it will be installed without protective tube,

with double anti-corrosive insulation that shall extend for 10 meters to the right and to

the left, counting from the outer edge of the road area. In the trench under the road,

pipeline without protective pipe shall be laid in a bed of fine sand that is at least 15 cm

deep around the pipe. Wall thickness of the pipeline shall be calculated to resist all

external forces whose effects may occur.

If the pipeline is placed under the road by drilling a trench below the road, protective

tube of adequate strength and diameter that is at least 100 mm larger than the outer

diameter of the pipeline shall be used.

Length of the protective tube pipe under the road near public roads shall be wider by 1

m than the width of carriageway on both sides, counting from the outer edge of the

road area. When the pipeline is crossing the roads, waterways and canals, the angle

between the axis of the pipeline and axis of the obstacle shall be between 90° and 60°.

To have the intersection at an angle of less than 60°, the consent of the competent

authorities shall be obtained.

The pipeline shall be protected from the scouring, flooding, soil instability, landslides

and other hazards that may cause a shift or additional pipe load.

30. Ensure the protection of drinking water sources and water streams:

from the consequences resulting from construction works - construction of the

highway,

from pollution by wastewater flowing from the pavement surface of the highway,

by obligatory construction of facilities for wastewater treatment or separating oil from

wastewater and collecting oil,

31. When preparing the project documents, solutions and measures will be anticipated

to ensure safe traffic of all types in the zones of highway construction during the

execution of construction works, as well as protection of people and property in these

areas during construction,

Category II of the Urban Planning and Technical Requirements

This category includes the supporting facilities that are necessary for the highway

maintenance and the necessary facilities for highway users: maintenance centers, gas

stations, rest areas with sanitary and catering-service facilities, information desks,

etc;

General urban planning and technical requirements that apply to all facilities in this

group

The location of a facility is determined by defining the boundaries of the urban

planning plot on the basis of data from the Main Design of the highway and the

required surface defined under individual urban planning and technical

requirements.

The number of floors of a building will depend on the requirements of

technological processes and functions, and no building shall have more than two

floors, the ground floor and the first floor (“P + 1”).

Building capacity is conditioned by the urban plot surface area and maximum index

(coefficient) of construction 1.0.

Building and regulation line will be determined after completion of the highway

route main design.

Characteristic peak elevations for leveling the facilities and associated plots will be

established on the basis of leveling solutions from the Main Design.

The form of all facilities from this group will be conditioned by their function,

maintenance requirements and architectural and visual recognition.

The materialization of all facilities in this category will be conditioned by the

function, the need for quality maintenance under the conditions of increased air

pollution, vibration and noise.

Meteorological data required for the design, for each facility in this group, will be

taken from the main design of the highway route.

Data on the bearing capacity of the terrain and the level of groundwater that are

needed for the design, for each facility in this group, will be taken from the main

design of the highway route.

Seismic conditions and other conditions of importance for protection against

earthquakes, required for the design, for each facility in this group, will be taken

from the main design of the highway route.

Environmental protection measures shall include the following: autonomous

wastewater treatment, especially treatment of wastewater from the areas where

spills of engine oil, oil, gasoline or other petroleum products may occur;

monitoring of treatment facilities and treated water prior to discharge into the

allowed recipient; selective disposal of municipal waste and transport to the

nearest sanitary landfill; disposal of sludge from treatment facilities to the nearest

sanitary landfill.

Landscape design will be according to the purpose and use of the facility, to protect

the facility from noise and air pollution, create a high quality environment at the

location and blend with the surrounding landscape in terms of emphasizing some

specific landscape values.

Requirements for parking of vehicles will be prescribed by specific urban planning

and technical requirements for each facility in this group and the main design of

the route for a specific section.

Requirements for connection to electrical, water supply, sewerage, storm water and

other infrastructure network will be prescribed by specific urban planning and

technical requirements for each facility in this group and the main design of the

route for a specific section, as well as the requirements of public companies

responsible for certain infrastructure network in the given section. In the case that

the Contracting Authority does not find connecting to any available infrastructure

network rational and/or technically feasible, a system of autonomous supply will

be designed to resolve the infrastructure issue.

In terms of protection from natural or technical and technological accidents, it is

mandatory to provide fire protection studies, and other elements of protection

depending on the content and function of the facility (for gas stations, long and

very long tunnels, etc.).

In terms of the consistent application of the principles for providing energy

efficiency of facilities from this group, a system of passive use of solar energy

shall be applied in a manner that is 50% of the estimated demand for energy shall

be obtained from solar collectors or other technical and technological solutions for

the substitution of electricity and energy from fossil fuels.

In the context of the possibility for phased construction of facilities in this group, it

is required that a technologically rounded up function shall be built as one phase,

while a complex that contains several functions may be built in several phases (for

example: rest areas that contain more supporting facilities - parking, gas station,

service station, each facility may be built as a separate phase).

Special urban planning and technical requirements for the facilities in group II

(Category II of the Urban Planning and Technical Requirements)

32. Service areas for highway maintenance. Their main role is to service all necessary

works that occur in winter and summer road maintenance, and the facilities in the

function of information technology (telephone connections, regulation and control of

traffic, etc.) are also complementary to such works.

The main criteria for the positioning of service areas for the highway maintenance include:

Distance from settlements, the possibility of equipping with municipal

infrastructure, and environmental benefit;

Optimal distance in terms of functionality is 50 km to 70 km;

The capacity for serving vehicles (interchanges, tolls); and

Optimum surface is 2-3 ha.

In the corridor of Bar- Boljare highway, section Smokovac- Matesevo, the following service

area for the highway maintenance is anticipated:

Pelev Brijeg around km 69 + 000 - located at the grade-separated intersection in the

function of maintaining the highway from Steka to Matesevo;

The main facilities in the highway maintenance center will be specified on the basis of the

planned activities. Common facilities include: salt warehouse, warehouse (covered and open),

garage for various types of vehicles, a workshop for repairs, spare parts warehouse,

administrative building, municipal facilities, gas stations, parking of vehicles, access roads

from the highway to the maintenance center and others.

33. Control and traffic management facilities. Control and traffic management facilities

on the highway include police stations intended for police control and facilities for

control and traffic management which serve mainly as information desks and for

providing assistance. These facilities are planned as the highway maintenance centers

depending on their rank.

34. Toll facilities. In order to ensure a closed toll collection system, two front toll

stations (FTS) are planned on the highway Bar- Boljare:

After the tunnel Sozina (existing collection in Gluhi Do) - about 5 km + 000;

In Boljari- around km 165 + 000

In addition to these, lateral toll stations (LTS) are planned at all grade separated junctions.

Required area for FTS is about 3 ha and for LTS about 0.3 ha.

As the section Smokovac - Matesevo is Phase I of the highway construction it is necessary to

provide a temporary FTS until the construction of the entire highway, at the beginning of the

section in a suitable position. At the interchanges of Pelev Brijeg and Matesevo LTS will be

provided.

35. Rest areas. The role of the rest areas, along with parking, is to allow safe and

comfortable travel and rest for motorists, in addition to promoting local tourism.

The main criteria for the deployment of rest areas include:

It is desirable that the location offers the possibility of view of the natural beauty

and cultural values created by man (gazebo, lake, monument, etc.);

Technical requirements of traffic (at the foot, in the middle of or at the top of uphill

lane and the like);

A special parking area for all kinds of vehicles, close to the village, the link with

existing local roads, as well as protection from noise generated on the highway;

Using existing facilities that could serve as support facilities in the highway

corridor (gas stations, motels, etc.);

Double-sided and alternating position of resting areas of Type I, for shorter

stopping of vehicles and stay of passengers with minimum comfort, as well as rest

areas of Type II for longer stay of travelers with all the comfort necessary for resting

(30-90 minutes). The optimal distance between the rest areas is 10 to 15 km;

The possibility or ease of providing municipal infrastructure on the potential

location for resting (water, toilets), as well as telephone lines;

Distance from railway line.

Facilities to be included in the rest areas of Type I, covering the surface of 1.5-3 ha include:

Parking for passenger cars, trucks and buses with 20, 8, or 2 parking places;

A small public fountain, toilets (min. 40m2 gross);

Shop with the possibility of using the phone and first aid means for passenger cars

(min. 20m2);

Canopies for rest and seats for 50 persons, telephone and organized rest area of 50-

100 m2;

Necessary accommodation facilities for employees at rest areas with a stop-in

office for inspectors and police (min. 20 m2); and

At the entrance and exit from each rest area, there will be an information board with

the name of the rest area, a map, and signposts for further travel (turns, cities, cultural

goods, etc.).

Facilities in the rest areas of Type II, covering the surface area of 3-5 ha include:

Parking for passenger cars, trucks and buses with 40, 16, or 4 parking places;

A public fountain of larger size, toilets (min. 50-100 m2 gross);

Shop 50-100 m2 with ethno-catering (min 50 m2);

A small shop, cafe and sport court;

A covered area with stalls (min. 200m2), where local agricultural and traditional

craft products will be sold;

Areas for leisure, recreation and sitting for 100-200 passengers (paths, benches and

tables, bins, etc.), the surface of min. 2000 m2;

At the entrance there will be a board with the name of the rest area, a map and

information about the surrounding region;

At the exit of the rest area there will be an information desk for tourists (min. 30

m2) with the aim of promoting tourism (with the use of telephone and information on

the surrounding area and any sites that may be accessed from the rest area, the main

traffic detours to the cities, spas, tourist destinations, natural and cultural resources,

etc.);

Point for first aid and assistance on the road for passenger cars (min. 30m2); and

Necessary accommodation facilities for employees at the rest area and a stop-in

office for inspectors and police (min. 40 m2);

In the corridor of Bar- Boljare highway, section Smokovac – Matesevo, three rest areas

will be provided at the following locations:

Gornje Mrke around km 57 + 000- rest area of Type I on both sides;

Gusici around km 72 + 000 - rest area of Type I on both sides;

Matesevo around km 91 + 000- rest area of Type II on both sides.

36. Gas stations. Gas stations may be standalone facilities or part of motels. Those are

mandatory supplementary highway facilities. They include facilities for fuel supply,

accessories and spare parts, vehicle repair, car wash, etc. Gas stations usually include

additional facilities to take a break, take food, go shopping, etc. Usually passengers

stop there for a short period of time unless in case of serious repair of vehicles and

using a pedestrian connection between the gas station and rest area or motel.

The main criteria for the deployment of gas stations include:

Double-sided and bidirectional positioning of Type I independent gas stations

(gas and passenger station) and Type II (gas and service station). A optimal

functional distance between gas stations is 20-30 km. If due to the spacing

between the existing petrol stations it is not possible to comply with this rule,

deviation in shearing shall be allowed;

When planning a new motel no gas station will be planned (except in tourist -

recreational complex), while the existing ones will only be used to meet the

needs of guests and their capacities will not be broadened;

If the situation permits, access to and from the highway and from regional or

local roads should be provided; and

The area of 1.5 ha to 3 ha.

Type I gas and passenger stations shall have the following facilities:

Entry and exit roadway and a green splitter island;

9 points for fuel pouring - 7 for passenger vehicles - of which 3 for petrol, 2 for

diesel, 1 for liquid petroleum gas (LPG), 1 for compressed natural gas (CNG), and two

for trucks, of which one for petrol and one for diesel, as well as other additional

services (change of oil, glass, sale of spare parts and other consumables);

Parking for passenger cars, truck and buses with 40, 16, and 4 parking places,

respectively; including necessary transit lanes (for a minimum of 224 simultaneous

users);

Place for temporary disposal of solid waste from the station (min. 30 m2 gross). A

big public fountain and public sanitary facilities, as a rule as part of the gas station

(min. 30m2 gross);

At the entrance to the station there will be a board including the names and a map

of the gas station;

At the exit from the gas station there will be an information desk for tourists (min.

30 m2) with the use of telephone and information on the surrounding area and places

that can be accessed from the rest area, on the main traffic detours to the cities, spas,

tourist destinations, natural and cultural resources, etc.;

First aid service including a doctor and paramedical personnel, as well as the

required accommodation (min. 80m2 gross);

Indoor restaurant with a terrace and minimum 120 seats, with ethnic cuisine having

a capacity of 500 meals a day and toilet block (min. 250 m2 gross + 100m2 terrace);

Grocery stores with drinks, food, cigarettes, newspapers, perfumery, jewelry shop

(min 100 m2); and

Accommodation for the restaurant and gas station staff (as a rule for ½ of the staff

in a shift), stop-in office for inspectors, police, as well as storage of materials, tools,

etc. (min 100m2 gross).

Type II petrol-service station shall include the following facilities:

Entry and exit lane and green splitter island;

9 points for fuel pouring - 7 for passenger cars (3 for petrol, 2 for diesel, 1 for liquid

petroleum gas (LPG), 1 for compressed natural gas (CNG)), and 2 for trucks (one for

petrol and one for diesel) and other additional services (oil change, washing windows,

sale of spare parts and other consumables);

Parking for 40 passenger cars, 16 trucks and 4 buses, with the necessary transit

lanes (for a minimum of 184 simultaneous users);

Place for temporary disposal of solid waste from the station (min. 30 m2 gross). A

big public fountain and public sanitary facilities, as a rule as part of the gas station

(min. 80 m2 gross);

At the entrance to the station there will be a board with the name of the gas station;

At the exit from the gas station there will be an information desk for tourists (min.

30 m2) (with the use of telephone and information on the surrounding area and sites

that can be accessed from the rest areas, on the main traffic detours to the cities, spas,

tourist destinations, natural and cultural resources and etc.);

First aid and information service with official and public telephones (min. 30m2

gross);

Store with spare parts and equipment for the most common brands of cars (min.

100 m2 gross);

By the exit from the gas station, special services for the repair of passenger cars and

trucks and buses, as well as a towing service and sheltered parking for damaged

vehicles; min. 200m2 gross;

Indoor coffee shop with a terrace, i.e. 60 + 80 seats (min. 150 m2 + 100 m2); and

Accommodation for the restaurants and gas station staff (as a rule for ½ of the staff

in a shift), stop-in office for inspectors and police, as well as storage of materials,

tools, etc. (Min 120m2 gross).

The Bar - Boljare highway corridor, section Smokovac – Matesevo, will include gas stations

with rest areas:

Gornje Mrke around km 57 + 000 or Gusici around km 69 + 000- bidirectional gas-

service station, type II;

Matesevo around km 91 + 000- - bidirectional gas-service station, type II;

37. Motels. Motels will be supporting facilities in the highway corridor with a variety

of facilities, for no shorter stay than one night, to meet the needs of traffic, rest,

recreation and tourism.

The main criteria for selecting the location of the motel include:

In the event that the optimal functional separation of 30-60 km cannot be complied

with, deviation in the distance is permissible;

Depending on the location, motels will be built on both sides of the road (because

of rational operations), with pedestrian and vehicular connectivity. There will be two

motel types: type I (standard motel) and type II (motel in tourist and recreational

complex);

The selection of locations for motel construction will be influenced by: the position

of the existing motels, vicinity of settlements, natural and created values, local roads;

and

The optimal area for type I and type II, approximately 5 ha and 15 ha, respectively.

Type I

Standard motels will include the following facilities:

Entry and exit lane and green splitter island;

Outdoor restaurant, including an indoor area and a terrace with minimum 80 + 100

seats, kitchen capacity of minimum 1000 meals per day, a store and sanitary facilities.

50- 100 beds. (Gross surface area of 1300 to 2600 m2);

Parking for passenger cars, trucks and buses with minimum 50, 20, or 5 parking

places, respectively, with the necessary transit lanes (for 280-560 simultaneous users);

A big public fountain, separate public sanitary facilities (for women and men, 50-

100 m2 gross) and a place for temporary disposal of solid waste (30-60 m2 gross

area);

At the entrance to the location there will be a board with the name and a map of the

motel;

At the exit from the location, there will be an information desk for tourists (min. 30

m2) (with the use of telephone and information on the surrounding area and sites that

can be accessed from the rest area, the main traffic detours to the cities, spas, tourist

destinations, natural and cultural goods etc.);

Accommodation for the motel, information desk and maintenance staff (as a rule

for ½ of the staff in a shift), a stop-in office for inspectors and police (min 60m2

gross);

Canopies and organized green areas, paths, benches, tables (with minimum 60

seats) and garbage bins, as well as rest and relaxation facilities; total area 2000-4000

m2. It is also foreseen to provide and equip adequate camping areas; and

Free, maintained green areas - landscape for relaxation.

The Bar- Boljare highway corridor, section Smokovac- Matesevo, will include the following

motels:

• Matesevo around km 91 + 000- motel type I;

Category III of the Urban Planning and Technical Specifications in the area covered by

the DSP

The boundaries of the DSP for the highway Djurmani - Boljari include a significantly larger

area than the space required for the highway with a buffer zone.

It is expected to have a number of interventions in space, induced by this new road. For this

reason, the boundaries set include a zone in which expected dynamic interventions in space

are expected in the form of construction of residential, commercial, hospitality to other

facilities. Revival of rural areas is also expected, with facilitated access from existing

municipal and regional centers, and the capital city. The basis for the construction in the zone

covered by the Detailed Spatial Plan originates from this Plan or other planning document

which is in accordance with this Plan.

Requirements for construction will be obtained on the basis of DSP, and the line ministry will

be responsible for their issuance.

In case of need for complex building activities (tourist complex, production complex, etc.) in

the area covered by the DSP, the urban planning and technical requirements will be defined

on the basis of this Plan or other planning document.

General urban planning and technical requirements regulating the construction of

facilities in the area of the DSP for the highway Djurmani- Boljari

These general urban planning and technical requirements are related to the construction of

individual housing, commercial, social, catering, municipal and other facilities in the

area covered by the Plan (Category III, Urban Planning and Technical Requirements).

Relationship to existing spatial planning documents

With the adoption of DSP for the highway Djurmani – Boljare, the highway will

have the importance of primary spatial function in the designated zone of coverage.

All regional planning documents will be applied in the sense that the requirements

of the DSP shall be of primary importance.

If the requirements of the DSP have no impact on the requirements of an existing

spatial planning document, detailed urban planning and technical requirements will be

take over from that planning document in accordance with the Law on Spatial

Development and Construction of Structures.

General requirements for the protection of the highway alignment and function

In the area of the DSP it is not allowed to construct any facilities that may affect the

safety of the highway use or in the long term threaten the stability of the route or

individual facilities on the route. This implies any intervention in space in the area

covered by the plan modifying the hydrographic and hydrologic conditions that may

directly or indirectly threaten the highway route.

When building the facilities located in the area covered by the DSP, regardless of

their use, no construction materials or technical solutions that provoke reflection in the

driver's field of vision shall be used.

General requirements for locating and designing facilities

Locating facilities is conditioned not only by the mandatory distance from the

highway route, but also any impacts of the highway on the immediate environment:

noise, vibration and air pollution. In this sense, it is recommended that the minimum

distance of buildings from the line of the buffer zone is 100 m. The buffer zone may

be used as a green strip, devices for the use of renewable energy sources (solar, wind,

biomass), wastewater treatment facility for wastewater from the highway etc.

In the case of locating facilities by the local roads, it is necessary to preserve the

buffer zone of minimum 20 m on each side of the existing carriageway, or the

boundaries of embankments, cuttings or other facilities on the local road. This keeps

the corridor (regardless of form of ownership) for the reconstruction of the road and

other municipal infrastructure development.

Use of buildings in this zone will be varied: residential, manufacturing, social,

catering.

Flooring of buildings will not be limited, except in the case that it threatens the

insulation and the view of adjacent buildings or in the event that it violates the

landscape.

The requirements for connection to power supply, water supply, sewage, storm

water and other infrastructure network will depend on the possibility of connection to

infrastructure network in the given area. In the event that the Contracting Authority

does not find the connection to an existing infrastructure network rational and/or

technically feasible, a system of autonomous supply will be designed, to resolve the

infrastructure issue.

Where service connections to the local utility infrastructure are built by potential

investors, they shall obtain approval for their use, or share the costs in proportion to

the use.

In the event that the water supply, energy supply, sewerage, wastewater and storm

water treatment and disposal of municipal or industrial waste is planned as an

autonomous system, the Contracting Authority shall obtain the consent of other users

whose interest or rights may be jeopardized or threatened.

Regulation line is usually determined either by the buffer zone line in relation to the

highway zone or local road, or boundaries of the investor’s cadastral parcel. In the

latter case, the distance from the cadastral parcel boundaries will be at least equal to

1.5 height of the building, where the calculation takes the height from the pavement

the end of the roof cornice.

Leveling of buildings will be aligned with the terrain morphology and functional

needs of the facility, or technical and technological solutions. Leveling shall not

endanger the surrounding terrain in terms of creating potential landslides, routing

torrent flows, storm water diversion on adjacent land, etc.

Architecture and construction of facilities will be harmonized with the function,

climate and architectural context, as well as the landscape.

The design of roof planes and choice of roofing, texture and color, are an important

architectural element of the built environment. In this sense, it is recommended to use

those forms and ways of covering roofs which are dominant in the existing physical

structures.

Data on the soil bearing capacity and the level of groundwater will be obtained by

the Contracting Authority, i.e. from the competent municipal body on the basis of data

from the Municipal Spatial Plan or other existing planning document.

Parking or garaging of vehicles is mandatory on own plot or under contracts for the

use of the plot of another owner for that purpose.

Views opening up from certain locations - viewpoints shall not be blocked by any

facility or other form of landscape disturbance.

Spatial distribution will be channeled through the construction toward or next to the

existing rural settlements and along the roads that are connected through interchanges

with the highway route.

Design of buildings will be derived from the needs of specific functions (housing,

economic, social, etc.), bio-climatic context and respect of landscape features and

architectural values.

It is recommended to group the buildings by function (e.g. group of manufacture

facilities) and architecture.

Environmental protection measures shall include the following: autonomous

wastewater treatment, especially treatment of wastewater from the area where engine

oil, oil, gasoline or other petroleum products may be spilled, monitoring of treatment

plant and the treated water prior to discharge in the allowed recipient, selective

disposal of municipal waste and garbage to the nearest sanitary landfill, disposal of

sludge from the treatment plant to the nearest sanitary landfill.

In terms of protection from natural or technical and technological accidents, a fire

protection study shall be provided, as well as other elements of protection (applicable

to manufacturing facilities, warehouses, etc.) depending on the content and function of

the building.

Landscape design of each DSP site is extremely important, because it is part of the

landscape image. Landscape design of the site will be in accordance with the purpose

and use of the facility, in the function of protecting the facility from noise and air

pollution, and to create a high quality environment at the location and connections

with the surrounding landscape in terms of a specific landscape values. In particular,

care will be taken to apply natural materials for the trails, supporting walls and paved

surfaces, as well as indigenous plant species for greening. Distribution of plant species

will provide colorful diversity of landscape in different seasons.

Requirements for design in the area of buildings registered as cultural assets of

Montenegro, reconstruction, rehabilitation, archaeological excavation, erection of

temporary facilities for cultural events and other events will be defined more precisely

on the basis of programs of relevant institutions of culture and general urban planning

and technical requirements from the DSP.

In rural settlements in the area of the DSP, minimum land area around each house

will be 2000m2, with a construction index of 0.25.

38. These Urban Planning and Technical Requirements will support energy efficiency

measures. In terms of the consistent application of the principles which provide for

energy efficiency of buildings in Groups I and II, the application of the system of

passive use of solar energy shall be applied in a manner that 50% of the estimated

demand for energy shall be obtained from solar collectors, and other technical and

technological solutions for the substitution of electric energy from fossil fuels. Energy

efficiency measures will be implemented through:

orientation of facilities;

architectural design;

construction;

application of the system for passive use of solar energy;

application of other available systems to use renewable energy sources (wind,

biomass, water pumps, hydro-potential).

A graphic copy of the Plan is an integral part of these requirements, as well as:

Decision no.04-20 / 2014-2 of 5 February 2014.godine, Ministry of Culture

Decision on determining the water requirements no.060-327/14-02011-13 of 31

January 2014, Directorate for Water;

Requirements to build no .0404-225/2 of 24 January 2014, the Agency for

Electronic Communications and Postal Services;

Requirements no. 11/1of 27 January 2014, PE "Water and Sewerage Utility", the

Municipality of Kolasin;

Requirements no. 02/2-7/2-2014, the Civil Aviation Agency;

Transport and technical requirements for the preparation of project documents

no.03-166/2 of 17 January 2014.godina, Directorate for Transport

Opinion No. 02-UPI-22/2 of 16 January 2014, Environmental Protection Agency

DIRECTOR-GENERAL

Sanja Ljeskovic Mitrovic

Coordinator of the Department for

National Planning Documents

Stevo Davidovic

Prepared by:

Igor Vujacic

Ministry of Sustainable Development and Tourism

Podgorica

Received on: 30 January 2014

Number: 04-29/8

MONTENEGRO

THE AGENCY FOR ELECTRONIC COMMUNICATIONS AND POSTAL

SERVICES

TEL: + 382 (0) 20 406-700

FAX: + 382 (0) 20 406 702

E-mail: [email protected]

www.ekip.me

Number: 0404-225/2

Podgorica, 24 January 2014



- Attn. Director-General Sanja Ljeskovic Mitrovic -

PODGORICA

St. IV Proletarske brigade 19

Subject: Requirements for construction

of subscriber communication cables, cables for cable distribution and a common antenna

system for the following facility: Bar- Boljare highway, section II Smokovac- Matesevo, in

accordance with the Detailed Spatial Plan of the Bar - Boljare highway; the Contracting

Authority is the Ministry of Transport and Maritime Affairs.

Dear Madame,

Pursuant to Article 26 paragraph 4 of the Law on Electronic Communications (“Official

Gazette of Montenegro" 50/08, 70/09, 49/10, 32/11) and your application number: 04-29/1 of

14 January 2014, which was registered by the Agency under number 0102-225/1 on 16

January 2014, the Agency for Electronic Communications and Postal Services hereby issues

the following requirements for the construction of electronic communication infrastructure for

the Bar – Boljare highway, section II Smokovac - Matesevo, in accordance with the

Detailed Spatial Plan of the Bar- Boljare highway; the Contracting Authority is the

Ministry of Transport and Maritime Affairs:

1. Activities in the area of telecommunication facilities will be carried out in

accordance with the provisions of Article 28 of the Law on Electronic

Communications, and in the vicinity of facilities, equipment and near the routes on

which components of electronic communications networks or radio corridors are

mounted it shall be prohibited to carry out any works, build new facilities, plant

seedlings or undertake any other activities that might damage the components of

electronic communications networks or interfere with their operation. The Contracting

Authority shall obtain from operators of electronic communications services, which

use telecommunication cables for the provision of services, a statement of the position

of the said infrastructure in the zone of coverage. In this case, the statement will be

obtained from Crnogorski Telekom AD Podgorica. Based on the above statement

the design shall foresee protection or possibly necessary displacement of the existing

electronic communications infrastructure, in order to prevent any damage and

disruption of electronic communications network. According to the provisions of

Article 29 of the Law on Electronic Communications in the case when, for the

construction of municipal facilities and other public facilities and installations, it is

necessary to relocate or protect existing electronic communications network or

associated infrastructure, the Contracting Authority shall notify the owner of

electronic communications networks or associated infrastructure, at least 30 days

before the scheduled start of works and provide him with access to control the

execution of works.

2. The design/construction of facilities shall comply with the provisions of the

Rulebook on determining the elements of electronic communications networks and

associated infrastructure, the width of protection zones and types of radio corridors in

which no construction of other structures shall be allowed (“Official Gazette of

Montenegro" 83/09).

If the reconstruction of existing or construction of new roads will threaten the route of:

Existing underground electronic communication cable that is in the route of the

road and not installed in a protective tube, it shall be relocated. The new route of

electronic communication cable will be in the curb or in the green belt of the said road.

Existing cable ducts, so that they are found in the route of the new carriageway

and it is not possible to achieve a required minimum distance between the outer wall

of the upper row of pipes and vertical alignment of the road, it is necessary to relocate

the existing cable ducts. The manholes of new cable ducts will be located in the

sidewalk or green belt of the road.

If the route of the new road is planned to intersect with the existing electronic

communication cable, it is necessary to relocate the route of the existing electronic

communication cable so that it is vertical to the axis of the road, where electronic

communication cable will be placed in protective tubes, in addition to installing at

least one additional spare tube. The length of tube containing the electronic

communication cable will exceed the width of the route of the road by 0.5 m on each

side. If the route of the pipe intersects the sidewalk, or continues in the green belt, then

the mentioned route is expected to finish in the green belt.

3. The construction of telecommunication cable ducts shall be mandatory; it may be

built by the Contracting Authority or in cooperation with operators of electronic

communications services. The capacity of telecommunication cable ducts will be

designed in accordance with the Detailed Urban Plan of the zone in which the road is

located, and at least using four PVC pipes of 110 mm in diameter on both sides of the

road. The route of telecommunication cable ducts will run along the entire road and,

wherever possible, it shall be integrated into the future road pavements and green

areas. It is recommended to provide spare capacity of telecommunication cable ducts

and connections to the electronic communications network in order to enable further

modernization of electronic communication networks requiring no subsequent

construction works, which would again devastate the existing infrastructure.

In the event that the route of telecommunication cable ducts coincides with the

alignment of water supply and electrical installations, it is necessary to respect the

prescribed distance, and coordinate the construction works in terms of timing. Each

point of intersection of electronic communication cable and water pipes, as a rule,

shall be designed to ensure that water pipes run under the electronic communication

cable. Laying water and sewage pipes through the manholes of cable network, as well

as laying them below or above the manholes shall not be allowed. Laying of

underground power cables above and below the existing electronic communication

cables or cable ducts shall not be allowed inside the protected zone, except at the

points of intersection. Laying the power cables through the manholes of cable

network, as well as laying them under or above the manhole shall not be allowed.

4. It is necessary to provide mobile phone signal coverage in long tunnels, and for that

purpose there needs to be the possibility of constructing base stations at the tunnel

portals and in the tunnels.

For the purpose of rational use of space, environmental protection and human

health, public safety or physical planning, construction of facilities and infrastructure

of public operators shall be conducted in a manner that will as far as possible enable

the availability of high-quality joint use of electronic communications infrastructure.

According to Article 86 of the Law on Electronic Communications and the Rulebook

on the limit parameter values for electromagnetic fields in order to limit exposure of

the population to electromagnetic radiation ("Official Gazette of Montenegro" 15/10)

the limitation of the strength of electromagnetic fields shall be complied with. The

manner of use of radio and telecommunications terminal equipment and elements of

electronic communications networks shall be such that the total electromagnetic field

strength at a particular location shall not exceed the limit prescribed by a special law.

5. In accordance with the provisions of Article 30 of the Law on Electronic

Communications, the Contracting Authority shall, at least 30 days before the

beginning of the road construction, notify the Agency of the date of commencement

and completion of the works and the alignment. The Agency shall publish the notice

on its website.


Podgorica


Number: 04-29/5

MONTENEGRO CIVIL AVIATION AGENCY

Number: 02/2-7/2-14




Ms. Sanja Ljeskovic Mitrovic, Director-General

Subject: Your letter No. 04-29/1 of 14 January 2014

Dear Madame,

On 16 January 2014, Montenegro Civil Aviation Agency received your letter No. 04-29/1

based on the application of the Ministry of Transport and Maritime Affairs for the issuance of

urban planning and technical requirements for technical documentation for the construction of

the Bar – Boljare highway, section II Smokovac- Matesevo, covered by the Detailed Spatial

Plan “Bar-Boljare".

In the past, on several occasions, you were issued “general” urban planning and technical

requirements with respect to the issuance of project documents relating to air traffic, which

are applicable for any facility in the territory of Montenegro. The same is done below on this

occasion.

The overall urban planning and technical requirements to be taken into account when it comes

to the air traffic safety are as follows:

The position and planned dimensions of the facility shall not extended beyond the

area intended to protect aircraft in flight;

The position, planned dimensions and use of the facility shall not interfere with the

operation of technical systems, equipment and facilities for the provision of air traffic

(radio navigation aids);

The facility use shall not result in changes in the flora and fauna that could

adversely affect the safety (security) of air traffic;

The facility shall not be equipped with lights that are dangerous, confusing or cause

deception/misleading the pilot of an aircraft;

- The facility shall not be equipped with any large and highly reflective surfaces that

cause blindness of the pilot of an aircraft.

These requirements are of a general character, i.e. apply to all facilities in the territory of

Montenegro.

CIVIL AVIATION AGENCY

OKTOBARSKE REVO LUCIJE 130

81000 Podgorica, Montenegro

www.coa.me

Tel: + 382 20 625 507

Fax: +382 20 625 517

E-mail: [email protected]

Please note that the subject of discussion at the meeting to agree on the issuance of urban

planning and technical requirements, held in the premises of the Ministry of Sustainable

Development and Tourism on 10 December 2013, was related to the mentioned “general"

requirements for air traffic safety, but also “special” requirements, relating to the area in the

immediate vicinity of the airport and navigation facilities.

Should you require any additional information and clarifications, please feel free to contact

us.

Kindest regards,

Deputy Director

Renato Brkanovic

Delivered to:

- The above names

- Archives


Podgorica


Number: 04-29/3

MONTENEGRO

GOVERNMENT OF MONTENEGRO

ENVIRONMENTAL PROTECTION AGENCY

Number: 02-UPI-22/2


ER



Podgorica

St. IV Proleterske brigade l9

Following your letter number 04-29 / 2 of 15 January 2014, requesting an opinion on

the need for assessment of environmental impacts for the construction of Bar- Boljare

highway, section II Smokovac – Matesevo, covered by the Detailed Spatial Plan for

the highway Bar - Boljare, for the purpose of issuing Urban Planning and Technical

Requirements for the preparation of technical documentation to the Ministry of

Transport and Maritime Affairs, please be advised as follows:

The Decree on projects that are subject to environmental impact assessment (“Official

Gazette of Montenegro", 20/07 and "Official Gazette " 47/13), adopted pursuant to

Article 5 paragraph I of the Law on Environmental Impact Assessment (“Official

Gazette of Montenegro ", 80/05, 40/10, 73/10, 40/11 and 27/13), includes a list of

projects that shall be subject to environmental impact assessment and projects that

may be subject to environmental impact assessment.

Having reviewed the list of projects, it was found that according to the List l, ordinal

number 10 - Infrastructure projects, point (c) of the foregoing Decree the construction

of highways was subject to mandatory environmental impact assessment, i.e. an

Environmental Impact Assessment shall be prepared for the highway construction.

Bearing this in mind, regarding the Urban Planning and Technical Requirements for

the preparation of technical documents for the construction of Bar- Boljare highway,

section II Smokovac Matesevo, it is necessary that the project owner, the Ministry of

Transport and Maritime Affairs, shall commit, pursuant to the Law on

Environmental Impact Assessment (“Official Gazette of Montenegro", 80/05,

40/10, 73/10, 40/11 and 27/13), to have the Environment Impact Assessment

prepared for the construction of Bar – Boljare highway, section II Smokovac-

Matesevo, and obtain the related approval of the Environmental Protection

Agency.

The Ministry of Transport and Maritime Affairs may, pursuant to Article 15 of the

Law, request the Environmental Protection Agency to determine the scope and content

of the Environmental Impacts Assessment.

Prepared by: ACTING DIRECTOR

Emir Redzepagic, biologist Ervin Spahic


Podgorica


Number: 04-29/4

MONTENEGRO

MINISTRY OF TRANSPORT AND MARITIME

Directorate of Transport

Number: 03-166 /2



Directorate for Spatial Planning

SUBJECT: TRANSPORT AND TECHNICAL REQUIREMENTS FOR THE

PREPARATION OF PROJECT DOCUMENTS

The Directorate of Transport, following the application of the Ministry of Sustainable

Development and Tourism no. 04-2972 of 14 January 2014, for the Ministry of Transport and

Maritime Affairs, for the purpose of issuing the transport and technical requirements for the

preparation of technical documents for the construction of the Bar- Boljare highway, section

II Smokovac – Matesevo, covered by the Detailed Spatial Plan Bar- Boljare, and pursuant to

Article 16 of the Law on Roads (“Official Gazette of the Republic of Montenegro” 42/04 and

“Official Gazette of Montenegro” 21/09, 54/09, 40/10, 36/11 and 40/11) hereby issues the

following:

TRANSPORT AND TECHNICAL REQUIREMENTS FOR THE

PREPARATION OF PROJECT DOCUMENTS

1. General transport and technical requirements

The Detailed Spatial Plan Bar - Boljare (hereinafter DSP), includes a corridor for highway

construction. According to the DSP, the highway is divided into three sections, as follows:

Section 1: Djurmani - Smokovac

Section II: Smokovac - Matesevo

Section Ill: Matesevo - Boljari

The subject of these requirements is the section Smokovac - Matesevo, which according to the

Government’s commitment is the first phase of implementation of the entire project.

The highway section Smokovac - Matesevo is connected to the interchange Smokovac.

Shown below is the reserved area in the direction of Bioce, Pelev Brijeg and Verusa to

Matesevo, which is integrated with the road network of Montenegro at the locations of Pelev

Brijeg, Verusa and Matesevo.

General maps of the highway section Smokovac - Matesevo

The DSP for the highway Bar-Boljare specifies general transport and technical requirements

which are classified into three categories:

Category I of the Urban Planning and Technical Requirements for the highway and

facilities that are an integral part of the highway: bridges, viaducts, tunnels, culverts,

interchanges in two levels, cuttings, embankments, toll gates, etc.;

Category II of the Urban Planning and Technical Requirements for supporting facilities

that are necessary for the highway maintenance and facilities that are necessary for the

highway users: service and maintenance centers, gas stations, rest areas with toilets and

catering facilities, information desks and the like;

Category II of the Urban Planning and Technical Requirements for the construction of

residential, commercial, social, catering, municipal and other facilities within the area covered

by the Plan.

Along the entire highway route, the urban planning and technical requirements for the

facilities under Category I and facilities necessary for the highway maintenance under

Category II, shall be taken directly from the planning document DSP. In this sense, the

sections including the locations of these facilities are specified in the planning document.

These facilities shall be designed under the highway project documents.

For other facilities under Category II of the Urban Planning and Technical Requirements, i.e.

for supporting facilities necessary for the highway users: gas stations, rest areas with sanitary

and catering facilities, information desks, and the like, only the locations where these facilities

are located shall be defined.

Category III of the Urban Planning and Technical Requirements will be defined after the

preparation of any of the regulatory plans; detailed urban plans, location study or urban

design.

Category I of the Urban Planning and Technical Requirements

The overall transport and technical requirements are defined by the Ministry of Sustainable

Development and Tourism. A parameter for shoulders will be added to the geometrical

parameters for the design of the highway below.

Shoulder width (m) 1 1.20 1.50

Lane width (m) 3.00 3.25 3.50 – 3.75

For speeds greater than 100 km/h shoulder width is minimum 1.50 m

Along the emergency lane shoulder width is 1.00 m

Bridges will have protective fences, H2 level of protection, and for any special vulnerability

of third parties or facilities of importance, H4b level of protection, in accordance with the

standard EN13-17.

Overpassed above the highway shall always be designed with elements of protective fence in

continuity.

During the preparation of project documents, it is necessary to take into account the climatic,

hydrological and hydrographic parameters such as: precipitation (average, maximum daily

and likelihood of occurrence of maximum daily rainfall), temperature, number of days with

snow (snow depth and durability), winds (direction, intensity and frequency), fog and the like.

Based on the analysis done for the effects of the wind and the appearance of snow drifts,

protection measures shall be foreseen in order to achieve maximum traffic safety on the

highway.

Design of access roads requires harmonization of technical solutions on the corresponding

intersections with the alternative roads and local roads. It is necessary to tend towards

resolving the intersections as roundabouts, in accordance with the recommendations and

experiences of the European states.

These transport and technical requirements shall constitute an integral part of the Urban

Planning and Technical Requirements.

DEPUTY DIRECTOR

Ervin Adrovic, Engineer

Delivered to:

- The above named

- Archives


Podgorica


Number: 04-29/6

THE PUBLIC UTILITY COMPANY

St. Mirka Vesovica 2a; 81210 Kolasin; Tel: 020 865 467; Fax: 020 865 467

Bank account: 510-38302-79; TIN: 02788748; VAT: 72 / 31-00291-4

Number: 11/1

Kolasin, 27 January 2014



DIRECTORARE FOR SPATIAL PLANNING

PODGORICA

Subject: Issue of technical requirements for the preparation of technical documents for

the construction of Bar-Boljare highway, section II Smokovac Matesevo,

covered by the Detailed Spatial Plan of the Bar-Boljare highway

Dear Sir/Madame,

On the basis of your application for the issuance of technical requirements for the

development of technical documentation for the construction of Bar-Boljare highway, section

II Smokovac Matesevo, covered by the Detailed Spatial Plan for the Bar-Boljare highway

(Application No. 04-29/1 of 17 January 2014) and the enclosed draft urban planning and

technical requirements, the competent services of this enterprise made an analysis of the

existing situation and the valid project documents relating to the municipal water supply

systems and urban sewage system of Kolasin, then analyzed the solutions proposed in the

submitted draft urban planning and technical requirements and finally reviewed the possibility

of connecting the planned facilities to the hydro-technical infrastructure that is owned or

entrusted to be managed by the Public Utility Company of Kolasin. On that occasion the

following was established:

1. In the area located within the boundaries of the Detailed Spatial Plan for the Bar-

Boljare highway, section II Smokovac Matesevo, there is no built technical

infrastructure that is owned or was entrusted to be managed by the Public Utility

Company of Kolasin.

2. The source of water supply to Kolasin including the protection zones is located

outside of the Detailed Spatial Plan for the Bar-Boljare highway, section II Smokovac

Matesevo. Kolasin receives water supply from the springs of Musovica River, which

is located about 3.5 km east of Kolasin. The springs of Musovica Rivers are of karst

origin. The springs belong to the catchment area of the river Svinjaca. The flow of the

Svinjaca River is formed by two small streams: the Ljevaja River that springs in the

northern side of the catchment area and the Paljivinska River that originates from the

southern area of the basin. The springs of these rivers are at 1800 m above sea level.

The springs of Musovica River which are used for water supply to Kolasin are at

1060-1072 meters above sea level.

3. According to the current design documents relating to the municipal water supply

system of Kolasin, there is no possibility of connecting to the system any settlements,

locations and facilities that are located or planned to be built upstream of the city (as

seen upstream the river Tara), and therefore no villages, locations or facilities that are

located or planned to be built in the area that is located within the boundaries of the

Detailed Spatial Plan Bar-Boljare highway, section II Smokovac Matesevo, can be

connected to the system.

4. According to the current design documents relating to the municipal sewerage

system of Kolasin, there is no possibility of connecting to the system any settlements,

locations and facilities that are located or planned to be built upstream of the city (as

seen upstream the river Tara), and therefore no villages, locations or facilities that are

located or planned to be built in the area that is located within the boundaries of the

Detailed Spatial Plan Bar-Boljare highway, section II Smokovac Matesevo can be

connected to the system.

5. According to the submitted draft urban planning and technical requirements

(category I of the Urban Planning and Technical Requirements, item 15, Water Supply

to the Highway), water demand of planned consumers at the chainage 90 + 000 will be

met by providing a service connection to the water supply system of Matesevo. As it

was already mentioned above, technical infrastructure of Matesevo is not owned by or

entrusted to be managed by the Public Utility Company of Kolasin. Therefore, this

company has no data relating to the water supply system of Matesevo (water source,

its location and yield, position, volume and diameters of pipelines, etc.).

6. According to the submitted draft urban planning and technical requirements

(Category I of the Urban Planning and Technical Requirements, item 15, Water

Supply to the Highway), it is planned to build a transit-distribution pipeline of 300

mm in diameter. This pipeline is envisaged as the basis of a future regional water

supply system in the corridor of the highway. In relation to this issue, an opinion of

the Public Utility Company of Kolasin will be given subsequently, after obtaining

information about the position of the planned water source, method of water intake,

etc.

We remain at your disposal for any other data or information.

Kindest regards. Acting Director

Dusko Radovic


Podgorica

Received on: 7 February 2014

Number: 04-29/10


DIRECTORATE FOR WATER

Number: 060-327/14-02011-13


The Directorate for Water, pursuant to Article 114 and Article 115 of the Water Law

("Official Gazette of the Republic of Montenegro", 27/07, 32/2011 and 47/2011), and Article

196, Paragraph 1 of the Law on General Administrative Proceedings ("Official Gazette of the

Republic of Montenegro", 60/03 and 32/2011), following the application no. 04-29/1 of 14

January 2014 (registered as received on 21 January 2014) of the Ministry of Sustainable

Development and Tourism, for determining the water requirements for the construction of the

Bar-Boljare highway, section II Smokovac Matesevo, covered by the DSP "Bar-Boljare",

hereby issues the following:

DECISION

On Determining the Water Requirements

The following water requirements are hereby specified for the Contracting Authority, the

Ministry of Transport and Maritime Affairs, in the process of developing technical

documentation for the construction of Bar-Boljare highway, section II Smokovac-Matesevo,

covered by the DSP "Bar-Boljari",:

1. The design shall be prepared in accordance with applicable technical regulations for

this type of works;

2. Technical documentation shall include:

- general information

- base maps for design with an overview of the current situation in the

suitable scale, as follows:

surveying,

hydrology (topographic, hydrological and meteorological),

geotechnical, and

geological base maps.

technical description

site layout and other graphic attachments in a suitable scale;

technical requirements of works;

priced bill of quantities for the works;

certificate of registration of the organization that designed the project

documents and authorization of the responsible designer;

certificate of completed revision of technical documentation and

authorization of the responsible person,

name and seat of the Contracting Authority

3. A separate section of the Design will include a study of water supply for all

locations where water supply facilities will be planned. The study will analyze the

yield of anticipated water sources and the availability of water for intended use in

accordance with the needs of other users.

4. In the event that the design foresees the supply of water from the new water

sources, the procedure shall be initiated for issuing water acts according to legal

procedure.

5. In the event that the design foresees the supply of water from the existing system,

the design shall include all necessary approvals from the relevant authorities.

6. The design shall include all the technical details, which will create the conditions

for the construction of a transit and distribution pipeline defined in the detailed urban

plan.

7. The route anticipated by the design shall not be in conflict with the space intended

for future hydro reservoirs. To check the height levels it is necessary to take into

account the solutions from all relevant strategic, planning and design documents, as

well as the requirements of the ministry in charge of energy.

8. Designed technical solution shall prevent pollution of surface and groundwater by

highway construction and other engineered structures.

9. Designed technical solutions shall prevent pollution of surface and groundwater due

to operation of the highway and other designed facilities:

separation of oil products from storm water from traffic and other surfaces,

treatment of wastewater from kitchen and sanitary facilities,

treatment of waste water from the wash-houses,

measures for protection against pollution due to accidents at facilities for the

storage of fuel, oil and other harmful substances,

other;

10. Design solutions for facilities, which let through storm water (culverts, canals, flow

control facilities, etc.) shall:

be built on the basis of relevant hydrologic analysis,

provide sufficient throughput capacity of the facility,

prevent erosion and other negative effects of water,

be maximally similar to the conditions in a natural state of the original

ecosystem;

After drafting and revision of the Main Design, the Contracting Authority shall apply to this

authority to be issued a water permit, in accordance with Article 118 and Article 119 of the

Water Law ("Official Gazette of the Republic of Montenegro", 27/07), which shall be

enclosed with the report on technical review of the Main Design and the opinion of the

ministry responsible for environmental protection.

Rationale

The Ministry of Sustainable Development and Tourism, on behalf of the Contracting

Authority, the Ministry of Transport and Maritime Affairs, addressed the Directorate for

Water, letter no. 04-29 /1 of 14 January 2014, with a request for the determination of water

requirements for the construction of Bar-Boljare highway, section II Smokovac-Matesevo,

covered by the Detailed Urban Plan "Bar-Boljare."

The application is accompanied by the following documents:

1. Draft Urban Planning and Technical Requirements

Having reviewed the attached documents, it was determined that it was necessary to prescribe

the water requirements for the preparation of project documents at the level of the Main

Design, and the Directorate for Water, pursuant to Article 114 and Article 115, paragraph 1,

item 5 of the Water Law, adopted the decision as cited above.

For the adoption of this decision, the Contracting Authority is exempt from paying

administrative fees, in accordance with Article 13 of the Law on Administrative Fees

("Official Gazette of Montenegro", 55/03 and 26/11).

Legal notice: This decision may be appealed to the Ministry of Agriculture and Rural

Development, within 15 days of receipt of the decision. Appeal is submitted via this

Directorate, taxed with an administrative fee in the amount of € 5.00. The fee will be paid to

the account 832-3161-26 National Administrative Fees.

DIRECTOR

Zoran Jankovic

Delivered to:

- Applicant

- Service of the Directorate

- Archives

Bulevar revolucije 24, 81000 Podgorica

Tel: +382 20 224 593; Fax: +382 20 224 594

Web: upravazavode.gov.me


Podgorica


Number: 04-29/6

MONTENEGRO

MINISTRY OF CULTURE

ADMINISTRATION FOR PROTECTION OF CULTURAL PROPERTY

UP /I No: 04-20/2014-2

Cetinje, 5 February 2014

The Administration for Protection of Cultural Property, acting upon the request of the

Ministry of Sustainable Development and Tourism no. 03-20/2014 of 16 January 2014, to be

issued conservation requirements for the preparation of technical documents for the

construction of Bar – Boljare highway, section II Smokovac – Matesevo, covered by the

Detailed Spatial Plan Bar - Boljare, pursuant to Article 102 of the Law on Protection of

Cultural Property ("Official Gazette of Montenegro" 49/10, 40/11), in conjunction with

Article 196 and Article 200 of the Law on General Administrative Proceedings ("Official

Gazette of Montenegro" 60/03, 32/11), hereby issued the following:

Decision

I

Technical documentation for the construction of Bar- Boljare highway, section II

Smokovac – Matesevo, covered by the Detailed Spatial Plan Bar – Boljare shall

be prepared under the following conservation requirements:

Before developing technical documentation for the construction of Bar-Boljare

highway, section II Smokovac-Matesevo, covered by the Detailed Spatial Plan Bar-

Boljare, it is necessary to develop a Study of cultural property protection for the

coverage of the Plan, which will provide for adequate planning approach, and

prescribe protection measures for the protected and potential of cultural property. This

study may be designed by natural or legal persons that have an appropriate

conservation license. The completed Study of cultural property by a competent person

or legal entity shall be submitted to the Administration for Protection of Cultural

Property for prior approval, and only after the approval of the Study preparation of

technical documentation may be initiated.

A natural or legal person who is working on technical documentation, for any

works on protected facilities and units, shall have a valid conservation license for the

design. The owner or holder of cultural property and submit the entire technical

documentation for review to the Administration for Protection of Cultural Property, in

order to obtain approval of the design. The contractor working on protected facilities

and units shall also have a valid conservation license for carrying out the works.

During the planning phase, it is necessary to apply and incorporate the following

measures to protect cultural heritage:

Each individual protected cultural property, as well as structures that have cultural

and historical value, shall include a protected area, as well as the zone of protected

environment (which extends on average inside a radius of 50-100 m around the

cultural property). When planning the highway route, it is necessary to avoid protected

areas of cultural goods and structures of cultural and historical heritage in the absolute

extent.

For single protected cultural property, as well as structures that possess certain

cultural and historical values, no demolition or relocation shall be planned. The

construction shall be forbidden in their protection zone, and in the protected

surroundings the construction works shall be limited. Only rehabilitation and

reconstruction of existing facilities in the area of cultural property may be allowed or

rehabilitation and reconstruction of facilities that are known to have existed. It is

possible to plan landscaping as a function of cultural goods and their protected

environment, all in accordance with the requirements to be set by the competent

bodies and institutions.

No construction or any activity that may threaten the performance and integrity of

cultural goods and their protected environment shall be allowed. They shall be fully

avoided and the immediate vicinity of the highway will be used for the purpose of

their adequate valorization and presentation, as the most important cultural values.

For cultural monuments, registered as immovable cultural goods, or for goods

enjoying previous protection, until establishing the measures for legal and technical

protection in the protected zone, no building or spatial planning activities shall be

carried out without prior approval of the competent protection service of the

Administration for Protection of Cultural Property.

When designing the DSP, it is necessary to comply with the Law on Protection of Cultural

Property, as well as the following regulations:

Paris Convention concerning the Protection of the World Cultural and Natural

Heritage;

European Convention concerning the Protection of the Archaeological Heritage;

Convention concerning the protection of architectural heritage of Europe;

Council of Europe Convention on the value of cultural heritage for society.

II

After completing the Study for protection of cultural property, for the planned coverage, in

accordance with these requirements, the owner or the Contracting Authority shall submit the

Study for prior approval of the Administration for Protection of Cultural Property.

The Study of protection may be designed by public institutions for the protection of cultural

property and other legal and natural persons that have a valid conservation license.

Rationale

The Administration for Protection of Cultural Property was addressed by the Ministry of

Sustainable Development and Tourism, letter no. 03-20/2014 of 16 January 2014, to be issued

conservation requirements for technical documentation for the construction of Bar - Boljare,

highway, section II Smokovac – Matesevo, covered by the Detailed Spatial Plan Bar -

Boljare. Having completed the procedure and analyzed the available documentation attached,

the following was established:

The Detailed Spatial Plan of the highway Bar-Boljare includes the corridor for highway

construction starting from the constructed semi-motorway section from Djurmani and tunnel

Sozina to the intersection with the main road Podgorica - Petrovac. In addition, the highway

will be designed in the direction of Tanki Rt and Podgorica, Bioce, Pelev brijeg and Verusa to

Matesevo, and from Matesevo to Andrijevica and Berane, up to Boljare.

The request refers to the highway section Smokovac - Matesevo, which will, on the basis of

planning solutions, be the first phase of implementation of the entire project.

The main objectives of this plan include:

Establishing a rational and efficient transport and infrastructure corridor integrated

in the requirements of the area through which the highway runs,

establishing a long-term space development strategy for the area through which the

highway and infrastructure corridor run, identifying necessary space for technological

and functional flow of traffic,

defining the traffic and infrastructure corridor and the provision of space for

technological operation of the highway with all supporting facilities,

defining the regime of use and protection of traffic and infrastructure corridor,

defining the relations with other uses and infrastructure systems in direct contact

with the corridor,

determining planning solutions to reserve space for traffic and infrastructure

corridor, establish a special protection regime for the corridor and adjacent areas, and

provide conditions for the crossing, passing, etc.,

functional layout of the existing uses, planning new compatible uses (facilities),

possible relocation of some facilities from the corridor, in the case of functional or

other conflicts and creating opportunities for foreign and domestic capital placement.

It can be expected that the planned highway corridor includes archaeological sites from

different times and of different character. Therefore it is necessary to point out that on the

ground, in addition to the existing ones there are potential sites that may be identified only on

the basis of systematic reconnaissance of the relevant area. The very methodology of

reconnaissance will provide the necessary answers to all questions related to their further

protection with a proposal of measures for protective or systematic excavation or, if required

due to the importance of the site, the proposal for the allocation of route.

Although the reconnaissance was not carried in the entire area, it can be concluded that in the

area covered by the plan or in the immediate vicinity there is a certain number of structures

that are suspected to possess certain monumental properties, and therefore represent a

potential cultural property.

Given that the present coverage may partly enter the areas that fall within the protected areas

of cultural heritage, i.e. protected environment of immovable cultural property, it is necessary

to foresee and provide adequate protection of cultural heritage, and establish the value of the

existing cultural heritage, but also of possibly newly discovered cultural heritage, with an

emphasis on its valorization.

The text of the draft urban planning and technical requirements for technical documentation

for the construction of Bar-Boljare highway, section II Smokovac-Matesevo, covered by the

Detailed Spatial Plan Bar-Boljare, includes no provisions of the Law on the Protection of

Cultural Property (“Official Gazette of the Republic of Montenegro” 49/10), Article 87 and

Article 88 referring to the random archaeological findings and stipulating that in case of any

random discovery of archaeological and other findings in the course of performance of works

all works shall be stopped and the Ministry of Culture and the Department for the Protection

of Cultural Property shall be notified, to take all the necessary measures for their protection.

The above provisions of the Law shall be incorporated into all phases of project and

technical documentation.

Based on the above facts, these conservation requirements are specified.

The design prepared in accordance with these requirements and previously obtained urban

planning and technical requirements by the competent Secretariat shall be submitted for prior

consent to the Administration for Protection of Cultural Property, and pursuant to Article 103,

paragraph 3 of the Law on the Protection of Cultural Property.

Based on the aforementioned, it was decided as above stated.

LEGAL NOTICE: This decision may be appealed to the Ministry of Culture in Cetinje,

within 15 days of receipt thereof, and shall be submitted via this Administration.

Prepared by:

Zorica Tomanovic, M.Sc.

Bratislav Radunovic

Milan Jovicevic

Nela Cimesa, LL.B.

DIRECTOR

Anastazija Miranovic, M.Sc.

Delivered to:

Applicant

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