63b - Environment and Resources Authority

PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b

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1.0 Introduction

1.1 This Project Description Statement (PDS) has been prepared on behalf of

Mr. Paul Gauci obo PG Developments Ltd (referred to herein as the

Appli a t ) to serve as planning justification for the proposal which is the

subject of a Full Development Planning Application (PA 4713/18) seeking

consent for the demolition of an existing factory and excavate four floors of

underground parking, construction of retail outlets (class 4B) at ground floor

and construction of offices (class 4A) at first, second, third and fourth floor,

construction of substation and erection of signs.

1.2 The said development proposal replaces a redundant pasta manufacturing

factory at the junction between Triq Hal-Qormi c/w, Triq l-Iskultur, Qormi.

The site measures around 3,160m2. The new development will be similar

to the other commercial office blocks in the area, in terms of height, scale

and nature.

1.3 The report was drafted in line with Regulation 5(1) of the Environmental

Impact Assessment Regulations, 2007 (L.N. 114/2007).

1.4 Over the last ten years this area has attracted large scale private business

investment, particularly supermarkets, shopping centres, offices and

showrooms.

1.5 The de elop e t ill o ti ue to o plete the a ea s ege e atio a d

establishment as an important employment node that enjoys very good

accessibility, given its close proximity to the arterial road network. It will

not create any new openings or new layout but will follow the approved

schemed road alignment.

1.6 The proposed development will have ample provision for on-site parking.

It is believed that this will, through a holistic parking strategy for the area,

and in particular this important strategic corridor, help have some reserve

capacity for off-street parking. The development may also present

opportunities for bus priority measures and improvements in pedestrian

infrastructure.

1.7 Plans and general appearance of the proposal is given in Appendix One.

1.8 The document provides, where applicable:

• Details of the company wishing to carry out the development;

• A description of the different project aspects and its general

objectives;

• An indication of the proposed project phasing;


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Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi

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• Indication of the alternatives considered;

• A description of the present and surrounding land uses together with

a description their environmental characteristics;

• Description of the services, water, foul water sewers, runoff water

drainage and energy sources available on site;

• Estimates of the number of persons to be employed;

• Indication of construction and waste management practices during

construction and operation;

• Proposed access arrangements, traffic impact and parking provision

requirements;

• Indication of the major environmental impacts likely to be generated

by the project, including reference to cumulative impacts, proposals

for mitigating the negative effects of the development.

1.9 Where possible baseline investigations have been prepared in accordance

with the subsidiary legislation and regulations with a view to mitigate the

impacts of the proposed development and provide ample information to

the assessment team, in order to assist the latter and enable them to have

a good understanding of all aspects of the proposed scheme.

1.10 The development site and the study area considered in this study has been

identified in Figure One. It is anticipated that this document provides a

basis for discussion, which may gradually evolve into detailed architectural,

planning, environmental and engineering studies should the competent

authorities deem this necessary. The report strives to provide enough

information to make sure that impacts generated are easily anticipated and

further studies are not envisaged.


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F IG URE O N E – S IT E L OCA T IO N


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2.0 Applicants’ Details

2.1 The application has been submitted by Mr. Gauci (referred to herein as the

Appli a t ). The applicant has consolidated his diverse business interests

by bringing them under the umbrella of PG Holdings, a holding investment

company. He has been in the retail business for several years, operating

some of the most successful businesses on the island, including having a

stake in a local bank.

2.2 The appli a t s usi ess i te ests o spa ke se to s: hospitalit ,

property development, banking, fashion and food retail, and maritime

services. He has also worked with established foreign brands, using his

understanding of the local the market and Maltese customers.


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3.0 The Proposal

3.1 The proposal is planned in line with the broad strategic objectives of the

SPED and Local Plan for the area, and will continue to contribute towards

the upgrading of the area.

3.2 The development would improve conditions both to vehicles and

pedestrians through upgrading of the site and its surroundings, and create

a modern employment node that would attract business and custom.

3.3 During construction, all practical measures will be undertaken to ensuring

that disruption to existing activities is minimised, conservation works are

completed early and environmental standards are high. The building will

ensure the highest standards of urban design and encourage contemporary

architecture to international standards that will create landmark buildings

that upgrade the image of the area. The development along this corridor

may encourage the greater use of public transport.

3.4 The proposed development is spread on ten floors, including 4 floors of

underlying car parking levels. The first two floors are commercial retail

spaces while the overlying floors will be dedicated to offices. This will be

similar to the other office blocks in the area, in terms of height, scale and

nature. It will replace a redundant pasta factory.

Table 1: - Proposed Development

Level Type No.

Level -4 Parking Spaces 86 car parking spaces (inc. 4 car parking spaces for blue card holders)




Level 0 Retail Space 2,270m2 retail commercial floorspace, sanitary facilities & ancillary facilities

Level Intermediate Retail Space 2,270m2 retail commercial floorspace, sanitary facilities & ancillary facilities

Level 1 Office Space 2,740m2 Office floorspace, sanitary facilities & ancillary facilities




Total

4540m2 retail floor space 10,490m2 office floor space

335 car parking spaces

(including 14 parking spaces for blue card holders)

3.5 The internal layout of the basement parking levels is adequate to

accommodate the circulation requirements of vehicles that are habitually

associated with such developments without causing inconvenience to

other road users.


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3.6 Unlike most developments in the area, this development will have

adequate parking facilities. The basement levels are accessed through a 2-

way helical through Triq l-Iskultur. The vehicular access has an ample

waiting area providing ample visibility to motorists and road users.

3.7 A breakdown of the different aspects of the development is given in Table

1.

3.8 The internal layouts of the basement levels will accommodate 335 car

parking spaces and satisfy the geometrical standards required for adequate

and safe manoeuvring of cars. Aisle widths are sufficient to accommodate

turning radii in complete safety and securing adequate circulation, as

prescribed in DC2015. Ramp gradients are no steeper than 1:10 and 1:8

and have an adequate width. Comprehensive internal signage and area-

wide traffic management will ensure orderly flow of traffic at all times.

3.9 Vehicle speeds and volume along Triq l-Iskultur are very low. The proposed

commercial development would indicate that parking provision is

adequately catered for and there is a surplus of parking spaces which given

the context would be relief some pressure from on-street parking.

3.10 Underestimation of parking demand will result in over spilling onto the

surrounding road network. This further exacerbated pressure on an

already dire unmanaged on-street parking shortage, reduced road capacity

through on-street parking and jeopardised future possibilities of pedestrian

footway widening and bus priority measures.

3.11 A number of planning policies that relate directly or indirectly to the

development site on both a strategic and a site level. These are contained

in the Strategic Plan for the Environment and Development (SPED) (2015)

and Central Malta Local Plan (2006). At a strategic level the policy

objectives intend to facilitate the modal shift through the provision of an

integrated transport network and parking framework (Thematic Objective

10) and facilitate the provision of an efficient public transport service and

other green modes (Thematic Objective 11).

3.12 In addition to the abovementioned strategic policies, the DC15 (2015)

contains transport related policies focusing on development aspects such

as parking standards, geometry of parking levels and standards. DC15

repealed a number of supplementary planning guidance documents

obsolete which include DC 2007, Development Control within Urban

Conservation Areas (July 1995), Shop fronts (May 1994) and Traffic

Generation, Access and Parking (Circular to Architects PA 3/93) and

included the parking standards for each development type.

3.13 The Central Malta Local Plan (CMLP) policies relating to the development

site designates the area for SME and commercial development. The site

abuts onto Triq Hal-Qormi which remains an important strategic corridor

at the o e of Malta s oad et o k. As indicted earlier, the development

has an easy access to the rest of the arterial network.

3.14 All paved areas will be sealed with impermeable concrete (industry specific

additives) and membrane to ensure that any contaminated water from


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washing operations or other is adequately collected into a sealed drainage

system channelled to the water reservoirs for second class water uses.

3.15 Sensitive siting of the buildings and general management of the site,

especially in terms of controlled access and waste management

procedures, should not be underestimated and are essential for the

reputation of the facility. There are no specific environmental constraints

affecting the site. Indeed the pasta factory has been on site since 1957,

making it one of the earliest buildings in the are together with the Malta

Post building complex.

ECONOMIC OBJECTIVES

3.16 In terms of economic objectives, the applicant has studied a number of

possibilities and has identified market demand and trends, assisted but

other businesses he runs in the area. The area has experienced a significant

increase in this type of development in recent years. The applicant has

demonstrated to possess the business acumen to develop and reorganise

the o pa s holdi gs a d tu the i to a p ofita le usi ess. Through

the proposed development, will continue grow as an important

employment area, alone the very important arterial transport corridor,

which ensures easy access to the area and the rest of the island.

PROJECT FEASIBILITY

3.17 Considering the area and the development in recent years, coupled with

the appli a t s e pe ie e a d usi ess pla i g k o ledge, the e is little

doubt of the feasibility of the project. There are no foreseen difficulties in

securing demand for the service offered.

3.18 The proposal will redevelop the existing redundant pasta factory press into

prime development, and it is expected to enhance the market value of the

surrounding properties. The proposed development lies within and in

proximity to one of the most important employment nodes in Malta, within

which the private sector are making substantial investments designed to

upgrade physical environment.

SOCIAL OBJECTIVES

3.19 As is indicated above the proposed development will not have any

noticeable adverse impact on the quality of life of people in its

surroundings. On the contrary, the development will result in new

employment opportunities for the local communities, namely Qormi,

Ħa u a d Ma sa hi h a e ithi alki g dista e of this de elop ent.


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4.0 Project Phasing

4.1 Given the scale and layout of the project, it is believed that it will be

developed in one single phase. The development proposal will take about

16 to 18 months during which time construction traffic will access and exit

the site from Triq Hal-Qormi.

4.2 The site is large enough to accommodate all the construction vehicles and

will not obstruct the public road network. Should the need arise, however,

it may be necessary for the appointed contractor to liaise with the Local

Council (under the supervision of Local Wardens) to ensure that outbound

construction vehicles follow the agreed routing, even though this is

dictated by the traffic management regime. The site is in the immediate

vicinity of the arterial road network and will therefore not travel through

residential areas where the passage of HGVs may cause nuisance through

noise, vibration and dust.


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5.0 Alternatives

5.1 As in all real estate developments location is fundamental and very

important. The location of the site, its accessibility, connections and the

general increase of this development type in the area, replacing previous

developments and new builds, were behind the decision to develop the site

in question and no alternatives to this prime location have been

considered.

5.2 Clearly no other sites outside that available to the applicant was

considered.

5.3 The scheme prepared by the Perit has been formulated on the basis that

the facility would satisfy the needs of the applicants but also mitigate

potential impacts through design. The submitted plans (Appendix One)

reflect the optimum considered following discussions with applicant,

design team and consultants and the provision of alternative arrangements

is therefore not seen relevant to this project at this time.


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6.0 Surrounding land uses

6.1 The development site lies in the south eastern periphery of Qormi, where

this lo alit o de s, Ma sa a d Ħa u . The a ea is la gel i dust ial ith

increasing number of large commercial development along Triq Manwel

Dimech and Triq it-Tigrija (Figure Two). The site a uts T i Ħal-Qormi, a

very important distributor road, providing easy access to the rest of the

arterial network.

6.2 All neighbouring land uses have been identified in Figure Two.

6.3 A site investigation was carried out to gather information on land cover and

the related ecological characteristics of the site and its environs, revealed

no particularly sensitive habits or species that merit protection. The land

in question is earmarked for development and has for been abandoned for

several years. Most of the species found by author through a number of

site visits, are typical of disturbed habitats.

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F IG URE T WO – E X IST ING LA ND US ES


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7.0 Utilities

7.1 The site is connected to the existing power grid, water supply and

telephone networks, which are already available in the area.

7.2 The proposed development will not necessitate any additional

infrastructural works that would require any utility service provider.

7.3 Water for irrigation and second class uses will be provided by grey water

harvested of storm water and grey water from the development site.


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8.0 Employment

8.1 The proposed development is expected to employ a number of full time

and part time employees. The project may also have result in increased

employment opportunities in the nearby localities, given that the company

employs individuals with varying capabilities and areas of expertise.

8.2 The project, being a major capital investment, will have a substantial

multiplier effect on the economy and employment levels both in the

construction sector and other economic units located in Qormi, Marsa,

Ħa u , Sta. Venera and surrounding areas. It is therefore expected that

in addition to the employment levels anticipated, other levels of

employment will be indirectly sustained by the investment.

8.3 On-site operating hours are expected to be from 0700 to 1830. The site

never operates during hours of darkness, although the site will have

security personnel on site at all times.

8.4 Given the scale of the development it has the potential to accommodate at

least 150 employees in total.


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9.0 Construction & Waste

CONSTRUCTION PHASE

9.1 As proposed, the office building is such that the construction vehicles,

during the construction phase, can be accommodated on site and satisfying

the minimum geometrical standards for adequate vehicle circulation,

particular to enter and exit the site in a forward gear. During this

construction traffic will access and exit the site through the M ieħel pass.

9.2 There is ample space on site to make sure that the works are undertaken

without posing a danger to on site personnel. All practical measures shall

be applied to reduce waste as much as possible, for obvious financial and

environment protection considerations. Careful consideration of the Best

Practicable Environmental Options (BPEO) has been made. The BPEO has

been introduced and defined by the Royal Commission on Environmental

Pollutio as the optio that provides the most benefits or the least

damage to the environment, as a whole, at acceptable cost, in the long

te as ell as the sho t te .

9.3 The focus in this case was on the waste hierarchy, hence identifying targets

for the preference for waste management routes, with reduction at source

being preferred to re-use, and re-use preferred to recovery via recycling. It

is understood that disposal is the least preferred option, nevertheless it is

recognised that that there may be circumstances with respect to financial

costs, environmental impact and practicability which may result in the

choice of these options at odds with the hierarchy. Furthermore, in

practice, since not all wastes can follow the mentioned routes at the top of

the hierarchy and some residual wastes must be disposed at landfill and

other authorised sites.

9.4 Indicative thresholds have been set, in an effort to significantly reduce the

amount of residual waste that may be disposed. In this case it is believed

that almost all the waste generated on site during the construction phase

can be recovered.

9.5 Notwithstanding the environmental benefits and legislation in this regard,

circumstances are such that unnecessary dumping of waste has important

pecuniary considerations that influence the outcome and economic

feasibility projects and should not be underestimated.

9.6 Once completed, the paved area will be rendered impermeable through

the application of concrete sealing, membrane that are appositely used for

these applications to eliminate all possibility of leaching and therefore

curtailing the adverse environmental impacts associated with such

occurrence.

9.7 All paved areas will be connected to a sealed drainage system, while water

runoff from the roofs is collected in the reservoir and recycled for use as

second class water within the development and irrigation. The reservoir


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indicated in the plans (Appendix One) is intended to collect all the water

run off at the site. This important resource shall be used for the landscaping

scheme and other uses requiring second class water.

9.8 Construction works will, in accordance with the provisions of the

Environmental Management Construction Site Regulations (Legal Notice

295/2007), be carried out in a manner that causes the least nuisance by

ensuring that the provisions included under Schedule I, II, III and IV of the

Environmental Management Construction Site Regulations (Legal Notice

295/2007) are adhered to.

9.9 All on-site personnel will be made aware of the health and safety

requirements. Site safety information will be disseminated and best

practice routines employed. The ancillary store/office building will have all

the necessary first aid equipment in case of emergencies, together with

emergency telephone numbers. Hand held fire extinguishers, sand buckets

and spill kits will be installed at strategic areas.

9.10 Any waste will be collected, separated at source and temporarily stored in

skips to be disposed of or reused accordingly.

D EM OL IT ION /E XC A VA TIO N AN D S IT E CL EA R AN CE P HA SE

9.11 With broad estimation of 80,400t of demolition and excavation, it is clear

that there is a fair amount of material that has to be carted off into

authorised third party infilling sites. Nevertheless, works will be in line with

Environmental Management Construction Site Regulations, 2007 (L.N. 295

of 2007). All practical measures will be taken to make sure that this phase

is not unnecessarily protracted as it is during this phase that noise, vibration

and dust dispersion will be most pronounced, due to the heavy machinery

employed to cut the rock and load it on the HGVs (about 3,500 trips over a

period of 4 months).

C O N ST R UC TIO N P HA SE & F IN IS HING P HA SE

9.12 About 94,000t of construction materials for the actual construction of the

said development, some 4,200 HGV trips will be made to the site during the

duration of the construction. It would be safe to say that this translates to

not more than 10 HGV daily trips for the 15 month period, which is

considered as optimistic as different phases of construction involve

different frequencies of HGVs to the site.

9.13 Given the scale of the development, this is not believed to be a concern.

The site is large enough to accommodate all the construction vehicles and

will not obstruct the public road network. Should the need arise, however,

it may be necessary for the appointed contractor to liaise with the Local

Council (under the supervision of Local Wardens) to ensure that outbound


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construction vehicles follow the agreed routing, even though this is

dictated by the traffic management regime. The site is in the immediate

vicinity of the arterial road network and will therefore not travel through

residential areas where the passage of HGVs may cause nuisance through

noise, vibration and dust.

9.14 Constant monitoring of works during this phase will ensure that works are

carried out in conformity to best practice methodologies and in line with

Environmental Management Construction Site Regulations, 2007 (L.N. 295

of 2007) to protect the surroundings. Vehicular access will be restricted to

areas where these are needed and care will be taken to make sure that any

oil or fuel leakages are detected immediately and remedial action promptly

taken. This will greatly minimise any leaching or contamination.

9.15 Spill kits will be kept on site and will be used to tackle the very limited

chances of accidental spillages from machinery or trucks on site (EWC 13

02 04* - mineral based chlorinated, engine, gear and lubricating oils, 13 02

05* - non mineral based chlorinated engine, gear and lubricating oils, 13 02

06* - synthetic engine, gear and lubricating oils, 13 02 07* -readily

biodegradable engine, gear and lubricating oils, 13 02 08* - other engine,

gear and lubricating oils, 13 07 01* - fuel oil and diesel, 13 07 02* - petrol,

13 07 03 -other fuels including mixtures). Such protocol will also be

adopted during the operational phase of the development. The quantities

of these hazardous liquids are negligible, so much so that even if in the

remote circumstance that these are not timely detected there is no real

possibility that leaching occurs.

9.16 Run-off of rainwater from the site during the demolition, site clearance,

excavation and initial construction phases will be left to percolate naturally

through the ground. Once the concrete floors and paved areas are

completed, these areas will be rendered impermeable and the on-site

reservoir will be used to collect run-off water.

9.17 Keeping in mind the site context, all practical measures will be taken to

reduce the possibility of carrying of mud from site onto the public roads,

until the ground is stabilised. Should the need arise appropriate wheel

washing facilities (power washing), placed at the site access and ensure the

wheels are clean of mud. Although not anticipated, given the small scale

of the development, a programme for regular (daily) cleaning of the

approach roads may be implemented. This will be done in accordance with

the provisions of the Environmental Management Construction Site

Regulations (Legal Notice 295/2007) governing this aspect of the works.

9.18 Works will be carried out as per permit conditions and regulations on

operating hours which will generally be 0800 – 1700.

9.19 Noise levels shall be within acceptable levels in accordance with BS 5228:

Part 1: 1984: Noise Control on Construction and Open Sites – Code of

Practice for Basic Information and Procedure for Noise Control. In line with

existing legislation in order to reduce noise emissions from construction


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machinery, all equipment will be provided with effective silencers and

noise-suppression devices as prescribed by law.

9.20 All Health and Safety protocols will be maintained at all times and to

prevent unauthorised access on site. Signs and mentioned provisions shall

be regularly checked, adequately maintained and updated as necessary.

9.21 Mobile sanitary facilities will be used, until facilities are constructed on site.

9.22 It is strongly believed that primarily for pecuniary reasons, there will be

minimal waste and therefore relatively little to dispose of in terms of

materials. This is generally limited to offcuts and damages during the

course of the works.

OPERATIONAL PHASE

9.23 During the operational stage of the development, it is anticipated that

there will be some degree of municipal waste and packaging waste, owing

to the employees and operations on site; water runoff from precipitation

and cleaning activities. Again one must stress that the drive to reduce,

reuse, recycle and recover will not be relinquished during the operational

stages of the development for obvious pecuniary considerations. Except

for cleaning detergents (which will not contain dangerous chemicals) there

will be no handling of chemicals and oils on site. These will be stored

appropriately i the lea e s ua te s. As a consequence, the generation

of waste will be minimised as much as possible. There will be very little

change from the protocols already in place.

9.24 Municipal and packaging waste shall be collected in the conventional

manner, and disposed of appropriately through a third party contractor or

taken to an authorised facility.

9.25 Water runoff from roofs of the facility will be collected and conserved in

the reservoir. This water will be reused on site for a number of applications

requiring second class water and irrigation.

9.26 All wastes associated will be collected separately in apposite containers

that are clearly labelled and stored until they are collected by a licensed

waste carrier for eventual recycling or disposal. These i s ill e ithi

the site precincts as they need to be protected from the climatic elements

and will be adequately bunded and ventilated, as appropriate.

MONITORING

9.27 Monitoring of waste management practices will be conducted by the

Project Management Team in general adherence to Environmental

Management Construction Site Regulations 2007, which set out best

practice requirements for development sites.


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9.28 The scope of this report is not to reiterate the contents of the current

legislation but to indicate the way forward and make sure that practices

follow best practice. The prime objective of such regulations, namely the

Environmental Management Construction Site Regulations, is to limit

environmental degradation through appropriate construction

management practices in order to cause least nuisance to neighbours,

minimising risk to workers and safeguarding private and public property.

9.29 These regulations apply to all the phases of the construction such as land

clearing, land levelling, construction and ancillary activities that include

travel to the construction site, and travel on access roads to and from the

construction site. The Schedules within the Regulations provide

requirements for reducing nuisance to neighbouring developments

through: erection of a site notice containing details of the owner, site

manager, architect, and contractor; conditions for cutting of stone and

bricks on site; transportation of loose material; obstruction of pavements;

hazards to vehicular traffic; cleaning of the site and its immediate vicinity;

rodent control; hoardings around development sites; covered ways and

barricades; safe passage past the site; nuisance abatement including

construction times; and control of dust emissions. Technical guidelines and

specifications are also provided for minimisation of noise and vibration

levels, health and hygiene including waste management, hazardous

materials handling, and point source pollution from storm water.


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10.0 Access Arrangements

10.1 The site is and will continue to be accessed through Triq Hal Qormi, which

leads directly to the arterial road network. The commercial/office

development proposal will enjoy quick and easy access to the rest of the

island through this important strategic corridor on the road network. The

development is easily served by public transport.

10.2 All parking demand will be satisfied on site and no new access

arrangements are required, other than those indicated on plans. The

proposal does not warrant alternative arrangements in terms of transport.


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11.0 Potential Impacts

11.1 Notwithstanding, the fact that the proposal is an acceptable after use as

has been discussed at length, most of the policies on the subject envisage

that such a development would only be considered favourably if it does not

give rise to overriding adverse impacts.

11.2 The potential for adverse environmental and social impacts, associated

with similar facilities, exists and must be identified. This report will look

into these various potential negative externalities and where these are

indeed a concern, it suggests adequate mitigation measures to address

such impacts. Impacts of agricultural land, flora and fauna and social

impacts arising through odour, noise and visual intrusion have been

considered in this report.

ARCHAEOLOGY AND CULTURAL HERITAGE

11.3 The proposal does not have any adverse impact on any archaeological or

cultural assets as none are apparent or identified on site or its vicinity.

NATURE CONSERVATION AND LAND TAKE UP

11.4 There is no established vegetation that merits special protection. The

promulgation of opportunistic, ruderal species has been encouraged by the

lack of cultivation but these have a short life cycle, propagate readily, and

are the first to colonise vacated ground and displace local, indigenous

species.

11.5 No special geological features have been noted in the area. The site are is

already occupied by development and earmarked for development.

11.6 The site is not in the vicinity of public boreholes or underground gallery

systems of springs which contribute to the natural recharge of aquifers

which are tapped for drinking water purposes.

POTENTIAL SPILLAGE OF FUEL, SPENT OILS

AND BATTERIES

11.7 The proposal does not involve any storage tanks, or handling of chemicals

on site and the only possibility of fuel and/or oil spillages will only result

from the HGVs during the construction phases and vehicles parked on site.

Notwithstanding, the very remote possibility, spill kits will be kept on site

and will be used to tackle the very limited chances of accidental spillages

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on site. The subsequent charged absorbent blankets will be disposed of in

an authorised waste disposal facility.

11.8 There will be no storage of spent oils and fuels on site. Moreover, as

explained earlier, the concrete floors of these areas will be made

impermeable by industry specific sealants and additives or similar to make

it impermeable and therefore, waste water from washing operations,

potential spills will be tackled and cleaned.

11.9 In the event of accidental spillages from parked vehicles, even if these were

to be undetected (which is highly unlikely), there is no chance of

contamination, considering that under the impermeable concrete flooring

there will be backfilling inert material.

AIR QUALITY

11.10 The proposal will not give off any airborne particulate or gaseous emissions

such as dust, smoke or fumes. A warranted engineer has prepared a Fire

Safety and Ventilation report to address the issues that may arise from the

underground parking levels.

NOISE AND VIBRATION

11.11 Similarly, the engineer s report will address any noise and vibration,

particularly through the ventilation plant and parking levels. The proper

management and the adoption of best practice will make sure that there

are no noticeable impacts.

VISUAL IMPACT

11.12 The area has a number of similar developments and the design of the

proposed development is designed in a manner that would be a gateway

building along this important junction serving the area. It is believed that

there will be no adverse impact in this regards. The high quality design will

present an overall enhancement to the whole area and would minimise

energy waste and maximise conservation, considering it one of the key

considerations.

11.13 Within this context, together with a consideration of how the proposed

development will look and its potential impact on the sensitive receptors,

the many buildings of the same type, varying heights and profiles located

in the area allow the proposal to blend within its surroundings.


Page 2 of 6


22 | P a g e

Bjorn Bonello

11.14 For this reason the impact is considered insignificant when there would be

no or little change, such that would not be noticeable or perceived. The

proposal will only be visible within the immediate vicinity.

11.15 The sensitive receptors determined during the course of assessment clearly

included the points from which motorists and employees/visitors to the

area would be most likely see the proposed office block, one which will be

of a modern appealing design.


Page 3 of 6


23 | P a g e

Bjorn Bonello

12.0 Summary

12.1 The report has gone through the main aspects of the development and

examined the possible impacts of the latter. It was clearly established that

the development, is in accordance to the broad objectives of the policy

document governing the subject matter given the commitments in the area

and the trend of developing this corridor in a thriving employment node.

12.2 All practical steps have been taken to make sure that the proposed

development does not have any noticeable impacts on its surroundings.

12.3 Consequently, we believe that there will be no need of further studies in

this regard, especially given an understanding of the site, context and the

focus of the application under consideration.


Page 4 of 6


Page 5 of 6

13.39

13.50 13

.60

13.93

13.43

11.97

13.73

Triq l-Iskultur

TRIQ HAL-QORMI

Tarm.

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.7611.82

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La Rose

Proposed Road Alignment

Applicant's Property

Drawing Title

Project Architect

Paul Gauci o.b.o. PG HOLDINGS LTDTa' Karla,Rambla Road,Maghtab,Naxxar.

Shopping - Office Center

Triq Hal Qormi, Qormi.

CHARLES BUHAGIAR A+CE

Survey of Land andScheme InterpretationPC 32/16/35

15185 15185 - A(00)

1:500 24.11.2017

Item.

Scale

File No

Path

Client

Project

RevisionsRef.

Date Drawn by

Drwg No.Drwg Issue

Checked

Revision

(356) 21 247573

Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957

[email protected]: e-mail:

MED

Init. Date.

D E S I G N A S S O C I A T E S L T D.

500

SCALE 1:500

METRES

FEET

0 10 20

200150100

30 40 50

SITE PLANsc a le 1:2500

Site Are a


Page 6 of 6

4564 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

2400 mm

44

80

mm

16

90

mm

P P P P P P

PPPPPP

20

00

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1850 mm

LIF

T

LIF

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1850 mm

1850 mm

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20

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20

00

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20

00

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34

00

mm

64

00

mm

85

55

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39

95

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80

90

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7000 mm 8000 mm 8000 mm 8000 mm 8000 mm 8000 mm 8000 mm 8000 mm 8000 mm 8000 mm 8000 mm

C D E F G H I L M NA B


1

2

3

4

5

1

2

3

4

5

P P P P P P P P

No. 17 No. 16 No. 15 No. 14 No. 13 No. 12

No. 31No. 30No. 29No. 28No. 27No. 26

No

. 37

No

. 38

No

. 39

No

. 40

No

. 41

No

. 42

No

. 43

No

. 44

No

. 32

No

. 33

60

85

mm

30

85

mm

61

21

mm

30

85

mm

30

00

mm

30

00

mm

48

00

mm

48

00

mm

60

00

mm

44

32

mm

3000 mm3000 mm 6000 mm 6000 mm 6000 mm 6000 mm 6000 mm 6000 mm 6000 mm 6000 mm

3610 mm 2345 mm

1100 mm1100 mm

LEV. BASEMENT -1p ro p o se d sc a le 1:100

FFL -2.530

FFL -2.530

FFL -2.530

A A

P P P

No. 11 No. 10 No. 09

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No. 06 No. 05 No. 04

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No. 03 No. 02 No. 01

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No. 08 No. 07

Elev.A

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60

59

58

57

61

62

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14

60

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22

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59

60

56

55

52

51

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54

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No. 17

No. 26

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No. 27No. 26

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54

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58

57

61

60

63

62

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55

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No

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8 P

PPPPPPPPPPPP

No

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No. 3

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No. 3

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0

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1

No. 4

2

No. 4

3

No. 4

4

No. 4

5

No. 4

6

No. 4

7

No. 3

6

P

PPPPPP

P P

No. 22No. 21No. 20No. 19No. 18No. 17

No. 02 No. 10 No. 11

P

No. 3

4

P

No. 01

3000 mm

P

No. 12

2400 mm 2400 mm 2400 mm 2400 mm 2400 mm

No. 32

P

P

P

P

P

P

P

P

No. 31

No. 30

No. 29

No. 28

No. 27

No. 26

No. 25

P

No. 3

3

P

No. 30

P

No. 302400 mm 2400 mm 2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm 1400 mm 6000 mm 2000 mm 6000 mm 3800 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm

2400 mm

2400 mm

2400 mm2400 mm2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm6965 mm3840 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm2400 mm

4800 mm

4800 mm

54

64

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.

Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]

Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :

Scale: Date: Drawn by: Checked:

Paul Gauci o.b.o. PG HOLDINGS LTDTa' Karla,Ramla Road,Maghtab,Naxxar.


Triq Ha l Qo rmi, Qo rmi.

Charles Buhagiar A+CE

Basement -1 Floor Plan

15185 A 15185 - A(04)

1:100 11.07.2018 M.B.

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

PA/04838/18 - 63e - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63e

Page 1 of 2

5800 mm

60

00

mm

16

85

mm

44

80

mm

P

No

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8

16

90

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P

P P P P P P P P P

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20

00

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20

00

mm

20

00

mm

34

00

mm

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

P P P P

No. 68 No. 67 No. 66 No. 65 No. 64 No. 63 No. 62 No. 61 No. 60

No. 55No. 56

No. 57No. 58No. 59

No. 54 No. 53 No. 52 No. 51 No. 50 No. 49

No. 24No. 23No. 22No. 21No. 20No. 19No. 18No. 17

No. 78No. 77No. 76No. 75No. 74No. 73No. 72No. 71No. 70

No. 09 No. 10 No. 11

No

. 3

5

No

. 82

No

. 83

No

. 84

No

. 85

No. 3

7

No. 3

8

No. 3

9

No. 4

0

No. 4

1

No. 4

2

No. 4

3

No. 4

4

No. 4

5

No. 4

6

No. 4

7

P

No. 3

4

No. 15

PP P

No. 06 No. 07 No. 08

PP P

No. 03 No. 04 No. 05

P P

No. 01 No. 02

60

85

mm

63

75

mm

51

62

mm

30

85

mm

61

21

mm

30

85

mm

30

00

mm

30

00

mm

48

00

mm

48

00

mm

49

05

mm

55

27

mm

3065 mm3000 mm 6000 mm 6000 mm 6000 mm 6000 mm2703 mm 2703 mm 3000 mm

3000 mm

2345 mm

1100 mm1100 mm

P

No. 12

3764 mm

No. 16No. 13 No. 14

P P

No. 80 No. 81

P

No. 79


FFL -5.230

FFL -5.230

FFL -5.230

A A

60

00

mm

Elev.A

Elev.B

B

B

34

35

36

37

42

41

40

39

46

45

44

43

47

48

RAMP 1:9

26500 mm

14

60

mm

22

70

mm

2345 mm

HALL30.30 sqm

SUBSTATION34 sqm

6550 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm

44

40

41

42

43

39

33

35

34

37

36 45

46

P

No. 69

34

33

41

40

39

43

42

45

44

47

46

35

36

48

No. 32

P

P

P

P

P

P

P

P

No. 31

No. 30

No. 29

No. 28

No. 27

No. 26

No. 25

P11

00

mm

No. 3

3

No. 3

6

37

33

47

48

38

FFL -5.230

LOBBY13.67 sqm

FFL -5.230

38

38

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :


Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla Road,Maghtab,Naxxar





15185 A 15185 - A(03)

1:100 17.07.2018 M.B.

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

PA/04838/18 - 63e - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63e

Page 2 of 2

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

44

80

mm

16

90

mm

16

85

mm

PN

o.

48

P

P P P P P P P P PPP

PPPP P P P P P

PPPPPPPP

PPPPPPPPP

P P

P

PPPPPPPPPPPP

20

00

mm

1850 mm

LIFT

LIFT

1850 mm

1850 mm

LIFT

LIFT

1850 mm

20

00

mm

20

00

mm

20

00

mm

34

00

mm

P P P P


No. 55No. 56

No. 57No. 58No. 59

No. 54 No. 53 No. 52 No. 51 No. 50 No. 49



No. 11 No. 12 No. 13

No

. 3

5

No

. 82

No

. 83

No

. 84

No

. 85

No. 3

7

No. 3

8

No. 3

9

No. 4

0

No. 4

1

No. 4

2

No. 4

3

No. 4

4

No. 4

5

No. 4

6

No. 4

7

PN

o. 34

No. 15

PP PNo. 08 No. 09 No. 10

PP PNo. 05 No. 06 No. 07

P PNo. 03 No. 04

60

85

mm

51

50

mm

63

85

mm

30

85

mm

61

21

mm

30

85

mm

30

00

mm

30

00

mm

48

00

mm

48

00

mm

49

05

mm

55

27

mm


3000 mm

2345 mm

1100 mm1100 mm

PNo. 14

No. 16No. 13 No. 14

P PNo. 80 No. 81

PNo. 79

FFL -7.930

FFL -7.930

FFL -7.930

A A

60

00

mm

Elev.A

Elev.B

B

B

18

19

20

21

26

25

24

23

30

29

28

27

3132

RAMP 1:9

26500 mm

14

60

mm

22

70

mm

2345 mm

HALL30.30 sqm

2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm

PNo. 69

No. 32

PP

P

PP

P

P

P

No. 31

No. 30

No. 29

No. 28

No. 27

No. 26

No. 25

P


17

27

2324

2526

17

1918

2120

2829

22

19

17

18

25

24

23

27

26

29

28

31

30

20

21

3031

22

PNo. 02

2400 mm

PNo. 01

2400 mm

11

00

mm

No. 3

3

No. 3

6

FFL -7.930

LOBBY13.67 sqm

32

22

32

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :


Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla Road,Maghtab,Naxxar





15185 A 15185 - A(02)

1:100 17.07.2018 M.B.

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

PA/04838/18 - 63f - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63f

Page 1 of 2

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

44

80

mm

16

90

mm

16

85

mm

PN

o.

48

P

P P P P P P P P PPP

PPPP P P P P P

PPPPPPPP

PPPPPPPPP

P P

P

PPPPPPPPPPPP

20

00

mm

1850 mm

LIFT

LIFT

1850 mm

1850 mm

LIFT

LIFT

1850 mm

20

00

mm

20

00

mm

20

00

mm

34

00

mm

P P P P


No. 55No. 56

No. 57No. 58No. 59

No. 54 No. 53 No. 52 No. 51 No. 50 No. 49



No. 11 No. 12 No. 13

No

. 3

5

No

. 82

No

. 83

No

. 84

No

. 85

No. 3

7

No. 3

8

No. 3

9

No. 4

0

No. 4

1

No. 4

2

No. 4

3

No. 4

4

No. 4

5

No. 4

6

No. 4

7

PN

o. 34

No. 15

PP PNo. 08 No. 09 No. 10

PP PNo. 05 No. 06 No. 07

P PNo. 03 No. 04

60

85

mm

51

50

mm

63

85

mm

30

85

mm

61

21

mm

30

85

mm

30

00

mm

30

00

mm

48

00

mm

48

00

mm

49

05

mm

55

27

mm


3000 mm

2345 mm

1100 mm1100 mm

PNo. 14

No. 16No. 13 No. 14

P PNo. 80 No. 81

PNo. 79

FFL -7.930

FFL -7.930

FFL -7.930

A A

60

00

mm

Elev.A

Elev.B

B

B

18

19

20

21

26

25

24

23

30

29

28

27

3132

RAMP 1:9

26500 mm

14

60

mm

22

70

mm

2345 mm

HALL30.30 sqm

2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm 2400 mm

PNo. 69

No. 32

PP

P

PP

P

P

P

No. 31

No. 30

No. 29

No. 28

No. 27

No. 26

No. 25

P


17

27

2324

2526

17

1918

2120

2829

22

19

17

18

25

24

23

27

26

29

28

31

30

20

21

3031

22

PNo. 02

2400 mm

PNo. 01

2400 mm

11

00

mm

No. 3

3

No. 3

6

FFL -7.930

LOBBY13.67 sqm

32

22

32

44

80

mm

16

90

mm

16

85

mm

41

20

mm

14624 mm 18585 mm

PN

o.

50

P

P P P P P P P P PPP

PPPP P P P P P

PPPPPPPP

PPPPPPPPP

P P

P

PPPPPPPPPPPP

20

00

mm

1850 mm

LIFT

LIFT

1850 mm

1850 mm

LIFT

LIFT

1850 mm

20

00

mm

20

00

mm

20

00

mm

34

00

mm

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

P P P P


No. 57No. 58

No. 59No. 60No. 61

No. 56 No. 55 No. 54 No. 53 No. 52 No. 51



No. 11 No. 12 No. 13

No

. 3

7

No

. 85

No

. 86

No

. 87

No

. 88

No. 3

8

No. 3

9

No. 4

0

No. 4

1

No. 4

2

No. 4

3

No. 4

4

No. 4

5

No. 4

6

No. 4

7

No. 4

8

PN

o. 36

No. 17

PP PNo. 08 No. 09 No. 10

PP PNo. 05 No. 06 No. 07

P PNo. 03 No. 04

60

85

mm

51

50

mm

30

85

mm

61

21

mm

30

85

mm

30

00

mm

30

00

mm

48

00

mm

48

00

mm

49

05

mm

55

27

mm


3000 mm

2345 mm

1100 mm1100 mm

PNo. 14

No. 18No. 15 No. 16

P PNo. 82 No. 83

PNo. 81

FFL -10.630

FFL -10.630

FFL -10.630

A A

60

00

mm

Elev.A

Elev.B

B

B

RAMP 1:9

14

60

mm

22

70

mm

2345 mm

HALL30.30 sqm

12

89

1011

7

1

32

54 13

14

6

PNo. 71

3

1

2

9

8

7

11

10

13

12

15

14

4

5

No. 34

PP

P

PP

P

P

P

No. 33

No. 32

No. 31

No. 30

No. 29

No. 28

No. 27

P

sc a le 1:100

PNo. 89

PPNo. 88No. 87

STORAGE ROOM60.25 sqm

1

2

3

4

5

8

7

6

12

11

10

9

13

14

15

15

FFL -10.630

PPNo. 01

RESERVOIR518.7 m² x 2.95 m =

1530.0 m³

No. 02

63

85

mm

No. 3

5

No. 4

9

11

00

mm

LOBBY13.67 sqm

6

LEV. BASEMENT -4p ro p o se d

16

16

16

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :


Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla RoadMaghtab,Naxxar





15185 A 15185 - A(01)

1:100 17.07.2018 M.B.

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

PA/04838/18 - 63f - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63f

Page 2 of 2

13.60

13.93

13.43

13.73

Triq l-Iskultur

TRIQ HAL-QORMI

Tarm.

13.93

13.74

15.05

12.28

13.96

14.37

14.75

15.04

14.61

14.61

14.25

14.22

13.8513

.83

13.34

12.56

13.36

13.76

14.09

13.80

13.73

14.44

14.42

14.93

14.89

14.51

14.17

T.L. T.L.Bus

Shelter

T.S.

M.H.

T.S.

T.S.E.P.

T.S.T.L.

E.P. P.

MALTAPOST

M.H. M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

M.H.

Tarm.

Tarm.

Tarm.

Tarm.

Tarm.

Tarm.

T.L.

14.11

14.08 15

.04

15.19

15.87

15.74

16.11

16.24

16.54

16.53

16.8316

.80

17.44

16.79

16.15

15.50

15.19

15.39

15.24

15.26

15.74

15.74

16.35

16.35

17.08

16.44

15.80

15.30

U/C

FACTORY

Wall

M.H.

T.S.

E.P.

L/Box

Conc.

Conc.

Conc.

Conc.

La Rose

Applicant's Propertyto be demolished

DEMOLITION

KEY

GATE

Loading & Unloading

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Demolition Drawing Plan

15185 A 15185 - A(14)

1:100 13.07.2018 M.B.

PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g

Page 1 of 9

12

10

mm

16

90

mm

95

98

mm

57

81

mm

21

02

mm

79

03

mm

80

90

mm

34

52

6 m

m

7770 mm 7770 mm6768 mm 7770 mm

44

80

mm

2400 mm1700 mm1700 mm1445 mm 1445 mm1700 mm1700 mm2400 mm

20

00

mm

1850 mm

LIF

T

LIF

T

1850 mm

1850 mm

LIFT

LIFT

1850 mm

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL

20

00

mm

20

00

mm

20

00

mm

34

00

mm

37

70

mm

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

SHOP 11049 sqm

15

00

mm

20

90

mm

37

65

mm

1990 mm

3610 mm

14

60

mm

2345 mm

1100 mm1100 mm

LEV. G ROUND FLOORp ro p o se d sc a le 1:100

RL -0.682

FFL +0.170

RL -0.669

RL -0.784

RL -0.839 RL -0.693

RL -0.589RL -0.659

RL -0.234RL -0.467 RL -0.161RL +0.00

RL -0.250

RL +0.170

RL +2.520

RL +0.540

RL +1.475

RL +2.413

RL +2.604

FFL +0.170FFL +0.170

FFL +2.446

A A

FFL +0.170

68

86

mm

60

85

mm

Elev.A

Elev.B

B

B

77

78

73

74

75

76

71

72

69

70

67

68

6665

18

80

9 m

m6

08

5 m

m

22

89

2 m

m

23

03

1 m

m

25

70

2 m

m

25

77

7 m

m

27

29

9 m

m

27

35

2 m

m

28

22

5 m

m

28

25

1 m

m

28

54

3 m

m

7904 mm

8216 mm

7918 mm

7819 mm

7775 mm7770 mm

3985 mm 2575 mm

8127 mm

8526 mm

9728 mm

9995 mm

47685 mm7383 mm

RAMP 1:9

31

90

mm

5079 mm

1500 mm 1500 mm

20

09

mm

1096 mm 1858 mm 1860 mm 1096 mm

RL +0.180RL +0.282

RL +0.587

RL +0.464

RL +1.205

RL +0.726

RL +0.876

RL +0.996

RL +1.107

RL +1.852

RL +1.372

RL +1.630

RL +2.427

RL +0.147

RL +0.827

RL +1.787

66

64

65

74

73

72

76

75

7767

68

66

65

74

73

72

71

76

75

78

77

79

67

68

1860 mm

1275 m

m

12

73

mm

12

73

mm

12

73

mm

69

4684 mm

FFL +2.120

80 79

69

70

71

SHOP 21220 sqm

FFL +0.170

15921 mm

7770 mm 7770 mm

7822 mm

7770 mm 7770 mm 7770 mm 7770 mm 7770 mm

33

56

2 m

m 31

08

2 m

m

27

40

2 m

m

33

63

1 m

m 31

18

0 m

m

27

57

3 m

m

18

27

8 m

m

1994 mm

7776 mm

64

81

82

83

84

70

64

15770 mm

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Ground Floor Plan

15185 A 15185 - A(05)

1:100 23.07.2018 M.B.


Page 2 of 9

2400 mm1445 mm

16

90

mm

95

98

mm

79

08

mm

79

03

mm

80

90

mm

34

52

6 m

m

7770 mm 7770 mm6768 mm 7770 mm

44

80

mm


20

00

mm

1850 mm

LIF

T

LIF

T

1850 mm

1850 mm

LIFT

LIFT

1850 mm


20

00

mm

20

00

mm

20

00

mm

34

00

mm

37

70

mm

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

SHOP 31049 sqm

15

00

mm

20

90

mm

37

65

mm

1990 mm

3610 mm

14

60

mm

2345 mm

1100 mm1100 mm

LEV. MEZZANINE FLOORp ro p o se d sc a le 1:100

RL -0.682

FFL +0.170

RL -0.669

RL -0.784

RL -0.839 RL -0.693

RL -0.589RL -0.659

RL -0.234RL -0.467 RL -0.161RL +0.00

RL -0.250

RL +0.170

RL +2.520

RL +0.540

RL +1.475

RL +2.413

RL +2.604

FFL +3.420FFL +3.420

FFL +2.446

A A

FFL +3.420

68

86

mm

60

85

mm

Elev.A

Elev.B

B

B

77

78

73

74

75

76

71

72

69

70

67

68

6665

18

80

9 m

m6

08

5 m

m

22

89

2 m

m

23

03

1 m

m

25

70

2 m

m

25

77

7 m

m

27

29

9 m

m

27

35

2 m

m

28

22

5 m

m

28

25

1 m

m

28

54

3 m

m

7904 mm

8216 mm

7918 mm

7819 mm

7775 mm7770 mm

4160 mm 2575 mm

8127 mm

8526 mm

9728 mm

9995 mm

47685 mm7383 mm

RAMP 1:9

31

90

mm

RL +0.180RL +0.282

RL +0.587

RL +0.464

RL +1.205

RL +0.726

RL +0.876

RL +0.996

RL +1.107

RL +1.852

RL +1.372

RL +1.630

RL +2.427

RL +0.147

RL +0.827

RL +1.787

66

64

65

74

73

72

76

75

7767

68

66

65

74

73

72

71

76

75

78

77

79

67

68

1275 m

m

12

73

mm

12

73

mm

12

73

mm

69

4684 mm

80 79

69

70

71

SHOP 41220 sqm

FFL +3.420

15921 mm

7770 mm 7770 mm

7822 mm

7770 mm 7770 mm 7770 mm 7770 mm 7770 mm

33

56

2 m

m 31

08

2 m

m

27

40

2 m

m

33

63

1 m

m 31

18

0 m

m

27

57

3 m

m

18

27

8 m

m

7776 mm

64

81

82

83

84

70

64

23770 mm

12

10

mm

1700 mm 1700 mmMODELNUMBERTRADENAME PRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL

5329 mm

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Ground Floor Plan

15185 A 15185 - A(05)

1:100 23.07.2018 M.B.


Page 3 of 9

92

06

mm

12

10

mm

61

70

mm

44

80

mm


20

00

mm

1850 mm

LIF

T

LIF

T

1850 mm

1850 mm

LIFT

LIFT

1850 mm

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL

20

00

mm

20

00

mm

20

00

mm

34

00

mm

22

70

mm

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

15

00

mm

20

90

mm

37

65

mm

1990 mm

3610 mm

14

60

mm

2345 mm

1100 mm1100 mm

3610 mm1355 mm

31

90

mm

5195 mm

LEV. FIRST FLOORp ro p o se d sc a le 1:100

OFFICE SPACE2740 sqm

FFL +6.246

FFL +6.246

FFL +6.246

A A

Elev.A

Elev.B

B

B

114

113

112

115

105

103

104

101

102

99

100

111

8000 mm7770 mm22998 mm 8000 mm 7770 mm 25308 mm

14

87

1 m

m

14

87

1 m

m

15770 mm

13

20

1 m

m

8099 mm

8387 mm

8133 mm

8042 mm

7997 mm 8000 mm 7997 mm

8042 mm

8330 mm

8671 mm

9952 mm

7331 mm

4351 mm

4633 mm

16

90

mm

16

90

mm

37

64

mm

16

72

3 m

m

37

64

mm

15

07

4 m

m

103

97

98

99

95

96

94

102101

114

110

111

112

113

109

102

101

100

99

104

103

106

105

108

107

115

116

100

117

107

108

109

104

106

105

106

108

110

107

116

109

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






First Floor Plan

15185 A 15185 - A(06)

1:100 18.07.2018 M.B.


Page 4 of 9

13

20

1 m

m9

20

6 m

m1

21

0 m

m

61

70

mm

44

80

mm


20

00

mm

1850 mm

LIF

T

LIF

T

1850 mm

1850 mm

LIFT

LIFT

1850 mm

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIALMODELNUMBERTRADENAMEPRODUCTMATERIAL

20

00

mm

20

00

mm

20

00

mm

34

00

mm 2

49

5 m

m

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

15

00

mm

20

90

mm

37

65

mm

1990 mm

3610 mm

14

60

mm

2345 mm

1100 mm1100 mm

3610 mm1355 mm

31

90

mm

5195 mm

LEV. SECOND FLOORp ro p o se d sc a le 1:100


FFL +9.446

FFL +9.446

FFL +9.446

A A

Elev.A

Elev.B

B

B

135

134

133

136

120

121

122

123

119

132

131

130

129

128

124

109 108

8000 mm7770 mm22998 mm 8000 mm 7770 mm 25308 mm

14

87

1 m

m

14

87

1 m

m

15770 mm

8099 mm

8387 mm

8133 mm

8042 mm

7997 mm 8000 mm 7997 mm

8042 mm

8330 mm

8671 mm

9952 mm

7331 mm

4351 mm

4633 mm

37

64

mm

16

72

3 m

m

37

64

mm

15

07

4 m

m

16

90

mm

16

90

mm

122

134135

136

132133

131

121120

133

129

130

131

132

128

121

120

119

118

123

122

125

124

127

126

134

135

119

136

126

123

124

125

127

128

125

118

126

127

118

130

129

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Second Floor Plan

15185 A 15185 - A(07)

1:100 18.07.2018 M.B.


Page 5 of 9

92

06

mm

12

10

mm

61

70

mm

44

80

mm


20

00

mm

1850 mm

LIF

T

LIF

T

1850 mm

1850 mm

LIFT

LIFT

1850 mm


20

00

mm

20

00

mm

20

00

mm

34

00

mm 2

49

5 m

m

64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

15

00

mm

20

90

mm

37

65

mm

1990 mm

3610 mm

14

60

mm

2345 mm

1100 mm1100 mm

3610 mm1355 mm

31

90

mm

5195 mm

LEV. THIRD FLOORp ro p o se d sc a le 1:100


FFL +12.646

FFL +12.646

FFL +12.646

A A

Elev.A

Elev.B

B

B

154

153

152

155

140

141151

150

149

148

147

142

143

144

145

8099 mm

8387 mm

8133 mm

8042 mm

7997 mm 8000 mm

8000 mm7770 mm22998 mm 8000 mm 7770 mm 25308 mm

14

87

1 m

m

14

87

1 m

m

7997 mm

8042 mm

8330 mm

8671 mm

9952 mm

7331 mm

4351 mm

4633 mm

15770 mm

13

20

1 m

m

37

64

mm

16

72

3 m

m

37

64

mm

15

07

4 m

m

16

90

mm

16

90

mm

141

153154

155

151152

150

140139

152

148

149

150

151

147

140

139

138

137

142

141

144

143

146

145

153

154

138

155

145

142

143

144

146

147

137

149

148

139

138

137

146

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Third Floor Plan

15185 A 15185 - A(08)

1:100 18.07.2018 M.B.


Page 6 of 9

24

74

5 m

m

12

10

mm

61

70

mm

44

80

mm


20

00

mm

1850 mm

LIF

T

LIF

T

1850 mm

1850 mm

LIFT

LIFT

1850 mm


20

00

mm

20

00

mm

20

00

mm

34

00

mm 2

57

0 m

m

15

00

mm

20

90

mm

37

65

mm

1990 mm

3610 mm

14

60

mm

2345 mm

1100 mm1100 mm

3610 mm1355 mm

31

90

mm

5195 mm

LEV. PENTHOUSE FLOORp ro p o se d sc a le 1:100


64

00

mm

85

55

mm

39

95

mm

80

90

mm




1

2

3

4

5

1

2

3

4

5

FFL +15.846

FFL +15.846

FFL +15.846

A A

Elev.A

Elev.B

B

B

157

156

155

158

159

142

143

154

153

152

151

144

145

146

147

148

8000 mm7770 mm19403 mm 8000 mm 7770 mm 19888 mm

14

87

1 m

m

14

87

1 m

m

15770 mm

3595 mm

57

26

mm

13

20

1 m

m

3897 mm

8536 mm

8154 mm

8046 mm

7994 mm8000 mm 7994 mm

8046 mm

8385 mm

5229 mm

3698 mm

10105 mm

8486 mm

4749 mm

37

64

mm

13

27

3 m

m

37

64

mm

11

48

3 m

m

37

10

mm

37

10

mm

37

10

mm

3710 mm

16

90

mm

16

90

mm

149

150

141

153154

155

151152

150

140139

138

145

142

143

144

146

147

137

149

148

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Penthouse Floor Plan

15185 A 15185 - A(09)

1:100 18.07.2018 M.B.


Page 7 of 9

RL +20.046

13

00

mm

30

0 m

m

29

00

mm

56

5 m

m

29

00

mm

32

00

mm

32

00

mm

32

00

mm

RL +15.846

RL +12.646

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

RL +9.446

RL +6.246

RL +0.170

32

75

mm

57

76

mm

17

44

8 m

m

RL -5.230

RL -7.930

RL -10.630

13

82

8 m

m

27

00

mm

27

00

mm

27

00

mm

27

00

mm

RL +20.046

30

0 m

m

29

00

mm

56

5 m

m

42

00

mm

32

00

mm

32

00

mm

32

00

mm

RL +15.846

RL +12.646

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

RL +9.446

RL +6.246

RL +0.170

32

75

mm

29

75

mm

SECTION A-Ap ro p o se d sc a le 1:100

17

44

8 m

m

RL -5.230

RL -7.930

RL -10.630

27

00

mm

27

00

mm

27

00

mm

27

00

mm

13

22

8 m

m

SECTION B-Bp ro p o se d sc a le 1:100

30

0 m

m3

00

mm

30

0 m

m3

00

mm

30

0 m

m

35

00

mm

24

00

mm

24

00

mm

24

00

mm

30

0 m

m3

00

mm

30

0 m

m3

00

mm

30

0 m

m

35

00

mm

24

00

mm

24

00

mm

24

00

mm

RL -2.530

RL -2.530

23

456

78

910

1112

1314

1516

2223

2425

2627

2829

3031

32

3839

4041

4243

4445

4647

5556

5758

5960

6162

6364

7778

79

7675

7473

7271

7069

6867

6566

139138

140141

142

147148

149150

151152

153154

155156

33

64

mm

1

1718

1920

35

3334

36

144143

145

12345

789

10111213141516

1718192021

23242526272829303132

3334353637

39404142434445464748

49

66676869707172737475767778

8485868788899091929394

99

101102103104105106107108

100

110111112113114115116

16

00

mm

11000 mm

21

37

51

4950

52

48

8081

82

5354

83

RL +3.420

9493

9291

9089

8887

8685

84

9596

9798

99

6

22

38

50515253

555657

54

596061626364

58

65

79808182

969798

95

30

0 m

m

25

00

mm

28

00

mm

120119

121122

123

128129

130131

132133

134135

136137

125124

126

102101

103104

105

109

111112

113114

115116

117

107106

100

146

127

108

109

117118

120121122123124125126127

119

129130131132133134135136137

139140141142143144145146

138

148149150151152153154155156

110

118

128

147

RL +3.420

83

28

00

mm

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Sections A-A and B-B

15185 A 15185 - A(12)

1:100 09.08.2018 M.B.

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10


Page 8 of 9

RL +20.046

13

00

mm

30

0 m

m

29

00

mm

56

5 m

m

29

00

mm

29

00

mm

29

00

mm

29

00

mm

RL +15.846

RL +12.646

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

RL +9.446

RL +6.246

RL +0.170

25

25

mm

57

76

mm

RL +20.046

13

00

mm

30

0 m

m

29

00

mm

13

00

mm

29

00

mm

29

00

mm

29

00

mm

29

00

mm

RL +15.846

RL +12.646

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

30

0 m

m

29

00

mm

RL +9.446

RL +6.246

RL +0.170

25

25

mm

57

76

mm

RL +2.604 RL +2.413RL +2.520

RL +1.475

RL +0.540

RL -0.250

RL -0.784

ELEVATION Ap ro p o se d sc a le 1:100

ELEVATION Bp ro p o se d sc a le 1:100

17

44

8 m

m

17

44

8 m

m

RL +3.420

29

50

mm

29

50

mm

RL +3.420

Drwg No. :

MED

Revisions

Drwg Issue Revision

Ref.


Item. Init. Date.


Path:

Client:

Project:

Project Architect:

Drawing Title:

File No. :






Elevations A and B

15185 A 15185 - A(11)

1:100 09.08.2018 M.B.

SCALE 1:100

METRES

FEET10

1

0

0 1 2 3

10 20

54 6 7 8

30

9 10


Page 9 of 9

63b - Environment and Resources Authority

Documents

Transcript of 63b - Environment and Resources Authority