PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 1 of 10
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;
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 2 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
2 | P a g e
Bjorn Bonello
• 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.
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 3 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
3 | P a g e
Bjorn Bonello
F IG URE O N E – S IT E L OCA T IO N
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 4 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
4 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 5 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
5 | P a g e
Bjorn Bonello
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 -3 Parking Spaces 86 car parking spaces (inc. 4 car parking spaces for blue card holders)
Level -2 Parking Spaces 84 car parking spaces (inc. 4 car parking spaces for blue card holders)
Level -1 Parking Spaces 79 car parking spaces (inc. 2 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
Level 2 Office Space 2,740m2 Office floorspace, sanitary facilities & ancillary facilities
Level 3 Office Space 2,740m2 Office floorspace, sanitary facilities & ancillary facilities
Level 4 Office Space 2,270m2 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.
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 6 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
6 | P a g e
Bjorn Bonello
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
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 7 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
7 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 8 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
8 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 9 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
9 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63b - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63b
Page 10 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
10 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 1 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
11 | P a g e
Bjorn Bonello
F IG URE T WO – E X IST ING LA ND US ES
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 2 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
12 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 3 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
13 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 4 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
14 | P a g e
Bjorn Bonello
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
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 5 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
15 | P a g e
Bjorn Bonello
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
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 6 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
16 | P a g e
Bjorn Bonello
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
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 7 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
17 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 8 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
18 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 9 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
19 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63c - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63c
Page 10 of 10
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
20 | P a g e
Bjorn Bonello
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
PA/04838/18 - 63d - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63d
Page 1 of 6
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
21 | P a g e
Bjorn Bonello
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.
PA/04838/18 - 63d - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63d
Page 2 of 6
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
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.
PA/04838/18 - 63d - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63d
Page 3 of 6
Project Description Statement – PA 4713/18 Proposed Commercial Office Building, Qormi
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.
PA/04838/18 - 63d - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63d
Page 4 of 6
PA/04838/18 - 63d - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63d
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.
Tarm.
Soil
11.66
11.6711
.6911
.7611.82
10.25
10.30
10.30
13.93
13.74
12.76
12.78
11.76 11
.80
10.5710
.53
15.05
11.94
11.79
11.77
12.01
12.28
12.91
13.48
13.96
14.37
14.75
15.04
14.61
14.61
14.25
14.22
13.85
13.83
13.28
13.34
12.68
12.66
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.
T.S.E.P.
E.P.
T.S.T.L.
E.P.
Battressed Wall
P.
MALTAPOST
M.H. M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
M.H.
Bldg. line@ 1st Flr.
M.H.
T.S.Tarm
.
Tarm.
Tarm.
Tarm.
Tarm.
Tarm.
Tarm.
Tarm.
Tarm.
Tarm.
T.L.
Soil
Soil
Soil
SoilSoil
Soil
14.11
14.08 15
.04
15.19
15.87
15.74
16.11
16.24
16.54
16.53
16.8316
.80
18.23
17.44
16.79
16.15
15.50
15.19
15.39
15.24
15.26
15.74
15.74
16.35
16.35
17.1017
.08
17.85
18.45
17.77
17.09
16.44
15.80
15.30
U/C
FACTORY
Wall
M.H.
T.S.
T.S.
E.P.
B.S.
E.P.
L/Box
Sub-Stn.
Conc.
Conc.
Conc.
Conc.
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
PA/04838/18 - 63d - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63d
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
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
64
00
mm
85
55
mm
39
95
mm
80
90
mm
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
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
P P P
No. 06 No. 05 No. 04
P P P
No. 03 No. 02 No. 01
P P
No. 08 No. 07
Elev.A
Elev.B
B
B
49
50
5156
60
59
58
57
61
62
RAMP 1:9
26500 mm
14
60
mm
22
70
mm
2345 mm
HALL30.30 sqm
PPNo. 34 No. 35
61
57
58
59
60
56
55
52
51
50
49
54
53
62
63
P
P
No. 17
No. 26
P P
PP
No. 17 No. 16
No. 27No. 26
P
No. 17
55
51
52
53
54
50
49
59
58
57
61
60
63
62
64
55
63
FFL -2.530
LOBBY13.67 sqm
64
52
56
R7500 mm
R4500 mm
R4500 mm
R7500 mm
53
P
No
. 4
8 P
PPPPPPPPPPPP
No
. 3
5
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
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.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
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
. 4
8
16
90
mm
P
P P P P P P P P P
PP
PPP
P P P P P P
PPPPPPPP
PPPPPPPPP
P P
P
PPPPPPPPPPPP
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
64
00
mm
85
55
mm
39
95
mm
80
90
mm
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
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
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
LEV. BASEMENT -2p ro p o se d sc a le 1:100
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
Path:
Client:
Project:
Project Architect:
Drawing Title:
File No. :
Scale: Date: Drawn by: Checked:
Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla Road,Maghtab,Naxxar
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Basement -2 Floor Plan
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
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
C D E F G H I L M NA B
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. 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. 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
3065 mm3000 mm 6000 mm 6000 mm 6000 mm 6000 mm2703 mm 2703 mm 3000 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
LEV. BASEMENT -3p ro p o se d sc a le 1:100
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
Path:
Client:
Project:
Project Architect:
Drawing Title:
File No. :
Scale: Date: Drawn by: Checked:
Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla Road,Maghtab,Naxxar
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Basement -3 Floor Plan
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
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
C D E F G H I L M NA B
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. 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. 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
3065 mm3000 mm 6000 mm 6000 mm 6000 mm 6000 mm2703 mm 2703 mm 3000 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
LEV. BASEMENT -3p ro p o se d sc a le 1:100
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
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
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
No. 70 No. 69 No. 68 No. 67 No. 66 No. 65 No. 64 No. 63 No. 62
No. 57No. 58
No. 59No. 60No. 61
No. 56 No. 55 No. 54 No. 53 No. 52 No. 51
No. 26No. 25No. 24No. 23No. 22No. 21No. 20No. 19
No. 80No. 79No. 78No. 77No. 76No. 75No. 74No. 73No. 72
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
3065 mm3000 mm 6000 mm 6000 mm 6000 mm 6000 mm2703 mm 1700 mm 3000 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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
Path:
Client:
Project:
Project Architect:
Drawing Title:
File No. :
Scale: Date: Drawn by: Checked:
Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla RoadMaghtab,Naxxar
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Basement -4 Floor Plan
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
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
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
C D E F G H I L M NA B
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Ground Floor Plan
15185 A 15185 - A(05)
1:100 23.07.2018 M.B.
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 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
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
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
C D E F G H I L M NA B
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Ground Floor Plan
15185 A 15185 - A(05)
1:100 23.07.2018 M.B.
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 3 of 9
92
06
mm
12
10
mm
61
70
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
22
70
mm
64
00
mm
85
55
mm
39
95
mm
80
90
mm
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
C D E F G H I L M NA B
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
First Floor Plan
15185 A 15185 - A(06)
1:100 18.07.2018 M.B.
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 4 of 9
13
20
1 m
m9
20
6 m
m1
21
0 m
m
61
70
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 2
49
5 m
m
64
00
mm
85
55
mm
39
95
mm
80
90
mm
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
C D E F G H I L M NA B
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
OFFICE SPACE2740 sqm
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Second Floor Plan
15185 A 15185 - A(07)
1:100 18.07.2018 M.B.
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 5 of 9
92
06
mm
12
10
mm
61
70
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 2
49
5 m
m
64
00
mm
85
55
mm
39
95
mm
80
90
mm
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
C D E F G H I L M NA B
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
OFFICE SPACE2740 sqm
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Third Floor Plan
15185 A 15185 - A(08)
1:100 18.07.2018 M.B.
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 6 of 9
24
74
5 m
m
12
10
mm
61
70
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 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
OFFICE SPACE2270 sqm
64
00
mm
85
55
mm
39
95
mm
80
90
mm
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
C D E F G H I L M NA B
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
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.
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
Penthouse Floor Plan
15185 A 15185 - A(09)
1:100 18.07.2018 M.B.
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
Path:
Client:
Project:
Project Architect:
Drawing Title:
File No. :
Scale: Date: Drawn by: Checked:
Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla RoadMaghtab,Naxxar
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
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
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
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.
Hercules House, St. Mark Str, Valletta. Malta.Tel: (356) 21 232957Fax: (356) 21 247573e-mail: [email protected]
Item. Init. Date.
D E S I G N A S S O C I A T E S L T D.
Path:
Client:
Project:
Project Architect:
Drawing Title:
File No. :
Scale: Date: Drawn by: Checked:
Paul Gauci o.b.o. PG HOLDINGS LTD.Ta' Karla,Ramla RoadMaghtab,Naxxar
Shopping - Office Center
Triq Ha l Qo rmi, Qo rmi.
Charles Buhagiar A+CE
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
PA/04838/18 - 63g - Valid - Yves Bart C De Blick - on behalf of Environment and Resources Authority - 22/01/2019 63g
Page 9 of 9
Top Related