LUDMILA PAREKH PORTFOLIO
LUDMILA PAREKH
PHONE: +32 47 319 1447 EMAIL: ludmila.andreoli@gmail.com
PROFILE
My professional background includes extensive experience in the development of projects in the execution phase, as well as the design of sustainable architecture projects and the realization of LEED (international standardization of buildings of high environmental quality) certified projects.
I have a MSc in Architecture: Resilient and Sustainable Strategies, graduated from KU Leven Campus Sint Lucas Ghent, BE, and BA in Architect and Urban Designer, graduated from Braz Cubas University (UBC), Faculty of Architecture and Urbanism, SP, Brazil.
Realization of projects from A to Z in construction and renovation: feasibility studies, schematic design, construction development plans, building permit applications, specifications, calls for tenders, planning and awarding of works, and in particular the establishment of the construction documents and administration.
Coordinated a collaborative workshop (FR-PT) and the schematic design of project for a self-sustainable rural village project in
5 Led feasibility studies for residential projects at ILA Architectes
Brazil, liaising with client, architects, engineers & experts. At JNC
Projets et rénovations durables.
International, collaborated on a schematic design of a Boulevard, in the Seraing Valley; Assisted on an urban studies for a Marina Project,
6 Designed residential renovation Project for luxury apartment in a
in Jemeppe; Planned a Master Plan for a residential project in
New York pre-war building and led construction management efforts
Chaumont-Gistoux. + 1 7
through remote team of contractors and tradesmen on site.
1 In my studies , working in rural areas in developing countries
5
endangered by natural disasters and poverty, plus focusing in the reconstruction of the school buildings and the revitalization
Planned, developed drawings and schematics, and manage the construction phase for the rehabilitation project of twelve subway
6
stations in Brooklyn, NY; Led renovation project at Brooklyn
of the school process in rural areas of Nepal, I strived to strength
College, interacting with the client and developing the construction
the participation of teachers, parents and students to result in an
documents; Developed model in Revit, presentations and
3
efficient use of (scarce)recourses in the transformation of the school
2
grounds. The project serves as a pilot project in name of the heritage and rural communities of Nepal. 2
4 In a different context, but still in a rural setting, I analyzed the socio,
at interiors and façades, Warwick N.Y. Hotel façade restoration,
support the sustainable development of the village. The studio:
East and Central Harlem District Health Center building envelope
Future rural villages was based on a real demand articulated by
rehabilitation.
the ‘Association Ouled Merzoug’ who wishes to receive the ‘Green village’ eco-label by the Moroccan government. My group and I
7 Conceptualized and managed various commercial, residential,
developed a master plan of the strategies for food production, land
challenge for me, and also an essential piece of the our plan. 3 In an urban context, explored the inherent structuring capacity of an elevated road, and the potential to further capitalize the Fly over, in Ghent, on its ecological, economic, social and cultural stimulus. Developed an Algae Urban Farm, creating the integration of social sustainability, (eco)infrastructure and landscape urbanism in the development of unused public spaces. 1 Led feasibility studies for sustainability (ex Waste water management) for institutional project at Mihir Thaker Architects. 4
Brook University Medical Center, NY.
examples include Bellevue Hospital Center settlement crack repair
Merzouk, in Morrocco, through research and design proposals to
the fields, including a bridge, for people and goods, was an exciting
Comprehensive Psychiatric Emergency Program Project for Stony
Conducted field investigations for exterior restoration projects,
economic and cultural context of the built village fabric of Ouled
management and mobility. Designing the whole circulation circuit in
construction documents for City Hall Offices Project, and also for the
and social interest projects executing technical viability study,
7
approval from councils (Government / Public), coordination with infrastructure and engineering, aligning with associated projects for the construction, examples include Galeria América Shopping Center, Midas Auto Repair Center, and Accessible Design for multifamily residential projects. Developed and executed architectural, urban planning and landscape design projects for social housing projects, and liaised with various public and governmental organizations; Managed the information integrity and approval coordination process for large scale construction projects; Created, implemented and piloted a new and innovative design for a project management structure.
CITY OF MERCY - SUSTAINABLE VILLAGE
BRAZIL - BIOCONSTRUCTION AND NATURE BASED SOLUTIONS | 2020
1.
Site development – protect or restore habitat : the City of Mercy Project, explores natural resources and population growth in a rural area, making it essential to conserve existing natural areas and restore damaged areas to promote biodiversity.
2.
Walkable project site : the problem of transportation in cities, causes incalculable damage, directly influencing the quality of life of the entire population, such as respiratory problems, burdening the health system. This project promotes the mobility of people
on foot. If the option is to use the bicycle, the streets are safe for the circulation of bicycles, as the circulation of cars within the city for residents or visitors will be prohibited. The use of vehicles will only be allowed for emergencies, such as ambulances or firefighters. The city presents collective spaces for coexistence, such as parks and squares, promoting the quality of urban life. 3.
planning of the team of professionals from all areas, from conception, construction and delivery. Our team seeks synergy with each other, coordinating the disciplines and systems to best serve the objectives of Aliança de Misericórdia, the organization that owns the site, and the community with effective constructive solutions. This will help to reduce the total cost of the project, resulting in greater planning and design, and lower cost and environmental impact.
its inhabitants to value green and productive spaces and to reduce the consumption of industrialized food, thus reducing carbon emissions and improving the eating habitats of its dwellers. 4.
Local food production : green corridors, agroforestry and productive gardens, proposed for City of Mercy project, will teach
Integrative process* : with the current levels of inefficiency in the design process, the enhancement of this phase has great potential in bringing alignment to the sustainable agenda. The City of Mercy project counts on this method, using the vision of the project as a complex system, it requires an interdisciplinary
* Process widely adopted by practitioners of Sustainable Construction. 520
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COMMUNITY CENTER
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HERMITAGE
ENTRY AND EXISTING BUILDINGS
BRIDGES 517,5
PARKING 515
LODGES
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RECYCLING PARK 520
SENIOR’S HOUSE HEALTH CENTER EDUCATION
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PILOT PROJECT CENTRAL SQUARE
MASTER PLAN
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INTERNATIONAL, SOCIAL AND ENVIRONMENTAL - RURAL PROJECTS
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CIRCULAR ECONOMY SCHEME
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ROUTES
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Source : LENDAGER GROUP-gronttorvet-spisehus, scheme-adaptation JNC International, 2020
VISION AND OBJECTIVES - SUSTAINABLE STRATEGIES (ESG)
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CLOSED CIRCUIT RECYCLING WATER SYSTEM
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Forest retention
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Collection of water from streets
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Rainwater collection through the roof
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Overflow transport
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BLUE CORRIDOR
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GROUNDWATER
DEVELOPMENT LAYERS
WATER MANAGEMENT
Source : The Materials Book - Paradigm Shift: Eva Pfannes ©OOZE and Team, 2019, layout-adaptation JNC International, 2020
CHAUTARA - THE TRANSFORMATION OF THE SCHOOL GROUNDS
BA
A
LEARNING OUTDOORS
GM
AT I
RIV
ER
LOOSE PARTS STORAGE
LEARNING OUTDOORS
DECIDUOUS TREES
CL UNDE ASSROOMS RCON STRUC TION
EXIS TIN AGR G SCHOO ICUL TUR L E
CONIFEROUS TREES WATER RECYCLING SYSTEM SPORTS COURT MULTIFUNCTION SPACE AND TOILETS
CHAUTARA
2
RAIN WATER TANKS AND CHANNELS
PLAYGROUND FIRE PIT
EX
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CL
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EXIS
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DRY STONE WALL SEATTING
A
INTERNATIONAL, SOCIAL AND ENVIRONMENTAL - RURAL PROJECTS
1
SITE PLAN
0
5
10
NEPAL - IDENTITY AND CONTINUITY WITH LIMITED RESOURCES | 2019
Natural Filter Filters rain water Septic Tank Primary Treatment Anaerobic Baffled Reactor
Digester Recycles Black water Produces Bio gas and fertilizer
Water channels Transport the rain water
It seems to me the right time to introduce sustainable ways of water and waste management while doing the reconstruction
VIEW 1
of schools in the rural areas of Nepal,
The view of the Chautara and the sports court from the existing classrooms
allowing the community to participate in the decision-making process and construction. The school grounds can be the catalyst of the way sanitation is seen in the rural areas.
SCHOOL NEEDS
The school grounds is not only a center for learning, but is a space for the community, people from all ages and backgrounds, to gather and celebrate life.
Children in the villages spend 30 hours per week in school. The school grounds offer hope, and it may be the last opportunity
Water tanks
Phytoremediation Basin Secondary Treatment Filters grey water
to reconnect children with nature and create a future generation that preserves and values the natural world and their heritage.
VIEW 2 Chautara: the transformation of the school grounds project
WATER MANAGEMENT AND RECYCLING PROCESS
The view of the Chautara from the south entrance of the school grounds
is a contribution to the process of transforming the schools grounds into the center of the community, changing the way education is viewed today through a more holistic lens and sustainable strategies. My aim is to create the blueprint for a pilot project in Thadi Khola, that can also be implemented in other schools grounds going through this transformation.
EXISTING CLASSROOM BUILDING
DRY STONE SITTING WALL
CHAUTARA
Designing a Chautara, historically know as a resting place for travellers between one village to another, used in the rural
DECIDUOUS TREE
village as a community gathering space, to be at the heart
TOILETS
of the school, enables to apply sustainable and resilient
EXISTING CLASSROOM BUILDING (UNDER CONSTRUCTION)
CONIFEROUS TREES AND PLAYGROUND
LOOSE PARTS STORAGE
strategies to the outdoor space as part of the reconstruction of Thadi Khola school. It is a process that requires ideation,
EXISTING NURSING SHED
creation, and multiple iterations.
The outdoors space of a school is as important as the classrooms indoors, for the development of children; cocreation with parents, teachers and students is one of the key points for the success of the project; and the urgency of the preservation and rescue of the Chautara is the principal element after a natural disaster for the regeneration process.
SECTION A-A
MULTIFUNCTION SPACE
SPORTS COURT AND BLEACHERS
OUTDOOR LEARNING 0
5
10
FUTURE RURAL VILLAGES - THE PERMACULTURE JOURNEY
MOROCCO - FUTURE RURAL VILLAGES | 2018
REGENERATION OF THE VILLAGE THROUGH PERMACULTURE THE JOURNEY – CONNECTIVITY AND ACCESSIBILITY Research has shown that rural exodus, desertification and abandoned land fields are some of the challenges that Ouled
The “Journey” will help the sustainable development of Ouled Merzouk using resilient design and materials found locally
Merzouk inhabitants are facing these days. The proposal of new
that can be constructed and used by the inhabitants. Creating
activities for the community to increase their income and attract
new jobs, new activities and source of income will diminish the
younger generations to stay and thrive in this rural community
number of young trying to make a better living in the bigger
are been introduced after visits, analyses, and a deeper insight
cities.
into their resources, climate and culture. The revitalization of the eroded soil is the first step of The idea is a participative economy, creating an area for a weekly Souk and a Food Production facility, where the farmers can sell
this project to control the quality of soil, also avoiding the desertification, improving the filtration of the water runoff
their extra produce, where the women can sell their art and
and improving the water retention and the underground water
crafts, where products (e.g. dry fruits, spices, juices etc.) can
recharge.
Tackle the erosion
be made and sold to the local and neighboring communities, and a Farmers’ Association where the population can attend
The second step of the project is making the path accessible
workshops and practical classes on how to make a better use of
with farmers carts, especially where the path is less than two
the soil through permaculture, how to be an entrepreneur or be
meters wide, making the path through the fields accessible for all. The material of the path will be stone.
trained to work at the Food Production, and a place for better management of farmlands.
The third step is to build an arched stone bridge to make the An improvement of the paths around the fields is imperative for the success of this idea.
river crossing and the transportation of the harvested material easier to farmers and non-farmers. The columns made by rammed earth help to support the shading mayde by reed. It
As an improvement of their living standards and work activities, through mobility - connectivity and accessibility – the revitalization of the whole circulation circuit in the fields, starting
is important to remark that the idea of this intervention is the simplest and most resilient alternative, so that it becomes part of the landscape without interfering with the culture of its users or loosing the identity of the village.
from the Food Production building and Souk area, river crossing, passing through the farm lands and points of historical interest, reaching and passing through the Farmers’ Association. The idea of widening the path for the farmers to transport their
Animal
Bicycle
Human
Rickshaw (road)
harvested fruits and vegetables from the fields to the area of the transformation or to the selling points in the Souk or in the Association also includes regular circulation of locals and
INTERNATIONAL, SOCIAL AND ENVIRONMENTAL - RURAL PROJECTS
visitants through the shaded and beautiful landscape they have
MASTER PLAN
around the fields, resting areas, and meeting points.
Carts
POSSIBILITIES OF TRANSPORTING GOOD
JOURNEY AND BRIDGE ELEVATION 0
5
10
RUC UR R GAR M PP UR M U
URBAN REQUALIFICATION AND RENOVATION
P AC À AM NAG R
AÇAD À RUC UR R
SERAING AND JEMEPPE, LIEGE - BE | 2019-2020 ⇔
ELEMENTS DE CONCLUSION
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79 .414 79 .376
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79 .240 79 .098
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78 .376 78 .401 78 .41078 78 .538
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78 .583
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PB
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78 .689 78 .693 7880 .712 .639 80 .639 78 80.936 .562 80 .057 78
C
ENTRÉE DE VILLE À STRUCTURER
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1
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78 .072 78 .140
78 .290
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81 .172 81 .02381 .181 81 .040
81 .075 81 .055 81 .074 81 .042
10A
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3
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78 .572
78 .688
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GR
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1 18,1
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81 .015
80 .027
79 .800
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79 .401 82 .826
79 .194 79 .163 79 .301
6
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78 .457
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21 22 20 -1 .79-
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T
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K
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78 .556
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78 .106
78 .081 77 .932 78 .085 77 .938 77 .943
80 .914 80 .932 80 .90780 .934 81 .209 81 .235
P
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81 .025
80 .807 80 .933 80 .911 80.071 .933 81 81 .112 81 .109
83 .963
79 .874
N
PB
78 .959
3
78 .225
78 .152
78 .175 78 .179
C
16
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-12
78 .702 78 .846
78 .820 78 .944
83 .333
82 .887
81 .080 .952
80 .965 80 .842
80 .941 80 .92580 .810 80 .782 80 .806
81 .078 81 .059 81 .039
80 .952 81 .112
81 .109
10B
T
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79 .440 79 .501
79 .161 79 .203
78 .937 78 .973
78 .764
78 .635 78 .627 78 .770
2 78 .276
82 .892
80 .840 81 .138
81 .051 80 .908
80 .938 80 .916 80 .940
80 .778
80 .555 80 .551
86 .343
80 .354 .135 86 80 .245 80 .135
79 .586 79 .740
79 .633
79 .383
79 .169 79 .084
78 .934
78 .897
78 .497
78 .517
82 .890
83 .393
80 .840
81 .08180
80 .637
80 .590
80 .588
80 .955 .959 81 .032 80 .943 .93980
A
1
79 .180
78 .798
82 .893
80 .559 80 .847 80 .575
80 .592
80 .567 80 .575 80 .557
80 80.440 .460
80 .523
80 .394 80 .541
80 .788
80 80.502 .505 80 .510
83 .961 80 .320 86 .350
78 .922
78 .832
78 .775
78 .407
78 .475
CPAS
80 .763 80 .764 81 .064
80 .920
80 .585 80 .885
80 80.553 .543
80 .607 80 .513 80 .444
80 .391
80 .650 80 .650
80 .472
86 .353
T
78 .450 78 .388
78 .216
78 .391
83 .418
80 .691 80 .989
80 .628
80 .584
80 .512
80 .478
80 .273 80 .398 80 .397
79 .922 80 .076
78 .889 B
78 .282
78 .336 78 .265
78 .267 78 .203
78 .133
78 .286
83 .397
80 .685 80 .624
80.648 .525 80 80 .507 80 .628 80 .483
80 .296
79 .942
78 .736
78 .107
78 .180
78 .148
78 .083 78 .076 78 .096
80 .326
Pui
79 .957
78 .889
77 .931
77 .854 77 .914 77 .839
.909
78 .199 78 .133
78 .129
78.107 .118 78 78 .148
78 .133
78 .168 78 .165
77 .974
80 .482
t Ma
77 .853
77 .757
77 77.866 .916
77 .850 77 .849
78 .206
78.109 .112 78 78 .100
78 .156
78 .201
78 .192
78 .100 77 .913 77 .894
80 .622 80 .465
rie
77 .951 85 .804
85 .796 84 .606
77 .633
77 .88677
77 .966
78 .037
78 .174 78 .110 PB
78 .190
78 .241 78 .233
78 .252
78 .157
78 .135
80 .457
80 .363
79 .752
78 .244 78 .291 P
P
77 .745
78 .232
81 .615 .613
81 .291
81 .289
clôture existante
80 .590
80 .613 80 .465 80 .462
79 .862 79 .719
Rue R
77 .758
81 82.597 .933
Bornes fixes 81 .984 82 .586 82 .944
82 .930 82 .927
91
83 .344
80 .556
5 16,4
79 .919 79 79.838 .861 77 .690
77 .556 77 .542 77 .548
77 .641
77 .669 P 7777 .704 .666 R 77 .669 P
8182 .616 .937
60
CPAS
81 .308
82 .925
82 .930
80 .783
80 .944 80 .642
80 .642 80 .919 80 .637 80 .614
80 .584
80 .560
80 .464 80 .594
80 .456
80 .627
80 .597
80 .560
80 .155
80 .746
80 .704
80 .671 80 .670
80 .597 80 .579
80 .553
80 80.284 .139
84 .007 85 .789
80 .716
81 .009 80 .711 80 .978
80 .621
80 .538
80 .432
81 .014 80 .73580 .741 81 .041
80 .872
80 .578 80 .852 80 .603 80 .605
80 .300
81 .022
81 .048
80 .923
80 .605
80 .517
T
80 .943
80 .627
80 .430 T
80 .478 80 .481
80 .298
67
80 .947
80 .644
80 .629
84 .613
78 .699
78 .585
78 .005 78 .162
81 .983 78 .741
78 .310
-27
.99-
78 .242
85 .266
78 .656 78 .662
77 .996 78 .190
78 .249 78 .105
CV 20
77 .973 78 .134
78 .201 78 .235
28
77 .393 77 .329 77 .305
78 .226 78 .250
78 .203
77 .378
77 .476
78 .431
77 .394 78 .213
78 .270
77 .462 7777 .531 .441
78 .395 77 .542
78 .16578 .235
77 .523 77 .503 77 .502
77 .481
78 .532
79 .745 79 .536
74
79 .219 79 .776
79 .701 79 .715 79 .854
27 78 .483
78 .105
78 .560 78 .869 78 .494 78 .812
78 .256
78 .753
78 .337 78 .316
78 .292
29
78 .731
78 .551
78 .812
69
77 .713
78 .593
78 .341
79 .795
Longeur
-11.0979 .786
75 .580
75 .795 75 .796 75 .914
153
152
151 -4 .11-
-5 .29-
78 .071
154
-4 .53-
78 .045
77 .762
T
CV 3
-2 .75-
X= 230249 .261 Y= 144519 .063 Z= Z radier =
77 .999 78 .148
143
Z radier =
T
-2 .4078 .634
-2 .99-
T C
141
-8 .25-
140
-7 .65-
139
138
-8 .24-
78 .755
78 .204
171
Longeur
arc=15
-3 .30-
136
Longeur
135
.25 - R=391 arc=17 .38
132
133
7878 .550 .417 78 .462
C
Z radier =
T N
.78 - R=888
CV 14 (bascule)
Z radier =
arc=10
.59 - R=911
X= 230240 .562 Y= 144500 .446 Z= 79 79.317 .140 79 .155 79 .278 79 .307 79 .662
PB
Z radier =
79 .667
X= 230658 .905 Y= 144529 .865 Z= Z radier =
88,00
121
arc=14
.95 - R=965
-1 .62-
80 .468
Rue
-4 .79-
-5 .24-
-8 .00-
-10 .35-
-7.93-
-3.82-
-2 .25-
-2 .36-
-6 .61-
.745
-4 .73-
80
⇔
78 .797 78 .796 .591 8181 .588
.752 78 78 .76678 81.782 .579
78 .788 81 .576
78 .753
29
78 .731
78 .551
-1 .18-
-0 .42-
-10 .35-
80 .210
Rue 80 .059 80 80.052 .155
-14 .4280 .473 80 .484
83,00
80 .462
80 88 .726 .175
8080 .620 .527 80 .543
88 .225
81 .570
79 .546 79 .464 78 .884
79 .539
78 .777
78 .665
78 .646
7878 .709 .739
78 .506 78 .602 N
78 .527
78 .492
31 -4 .57-
79 .099
-1 .69-
-0 .29-
80 .640
177
78 .915 82 .049 83 .509
176
78 .896
78 .836
78 .608
78 .966 83 .678 81 .435 79 .017
-12
.39-
78 .660 .986 81 81 .280 81 .245
78 .607 79 .024 81 .248 81 .773 .254
78 .924 79 .073
79 .792 78 .065 81 .779
-4 .87-
-3 .52-
34
78 .562 78 .596 78 .637 78 .614
-4 .70-
79 .716
-2 .25-
-2 .36-
79 .633
40
-14
78 .860
78 .495
79 .863 80 .482 80 .571
N
6
-6 .61-
79 .777
78 .582
78 .489
Ruine
-11.09-
.055 7979 .087
78 .952
78 .579
78 .527
.14-
78 .820
78 .865
33
7878 .699 .633 78 .681 .683
78 .556
-5.55-
5
.27-
78 .652
78 .707
78 .811
79 .756
>
41
èg e-
T N 79 .952
80 .056
7
80 .197
79 .910
-Li
80 .213
1
80 .053 80 .039 80 .051 80 .046 80 .039 8680 .826 .041
43
80 .267
86 .859 80 .183 80 .182
80 .463 80 .328
80 .560
-3 .03-
des
Pierres
80 .545
10 10
PB
80 .428
3
-4 .06-
80 .460
-5 .02-
12
-1 .69-
56
80 .597 80 .634 80 .540
80 .547
55
21
84 .546
23
80 .591
Rue des 80 .615
80 .498
23/2
29
m
80 .676
80 .582
14
14
87 .947
16
8087 .405 .393 .955 80 .38487 .061 80 .401 80 .408
80 .394
5 80 .377 80 .354 80 .463
5
80 .495
80 .033 .533 80 .507 87 80 .519 88 .109 80 .513 80 .525 80 .520
80 .608 80.614 .617 80 80 .629 80 .619 80 .636
80 .519 80 .503 80 .608
80 .686
7
7
80 .683 80 .6718087 .686 .011
80 .704
80 .729
80 .743
9
88 .203
10
97
81,40
m
14
.54
16
100
Longeur
arc=53
Longeur
78.055
77.850
Longeur
106 -1 .28- -1103 .69105
-3 .40-
102
arc=27
.20
- R=911
n od ond ti d ff
27
s
80 .481 80 .570
80 .518 80 .551 80 .792 80 .569 87 .110 87 .494 81 .031 80 .575
25
Pierre
80 .502
12
52
80 .945 83 .068
Cabine élec.
54-3 .97-
80 .707 83 .095
80 .505
80 .414
80 .452
3
80 .757 .656 80 .665 80 .675 80 .630
44
80 .64480
80 .458 87 .147 89 .273 80 .583
80 .428
80 .344
80 .473
8
80 .473
80 .311 80 .304 80 .317 80 .505 .280 80 .369 8080 80 .284 .278 89 .235 80 .707 80 .370
45
80 .329
80 .320 80 .295 80 .395
80 .285 80 .921 86 .281
80 .688
-3 .52-
-4 .87-
80 .525
80 .509 80 .431
80 .230
80 .319
6
6
53
80 .641 83 .058 80 .494
46 80 .355
80 .117 80 .214
80 .120 80 .113 80 .105 80 .11580 .175
42
-5 .00-
80 .507 80 .556 80 .534
47 -2.63-
-3 .52-
80.079 .222 80
-0 .29-
80 .512
80 .305 80 .303
80 .125
80 .141
4
<HU Y
84 .530 80 .472
80 .200
80 .173 80 .089
80 .119
8080 .458 80 .365 .358
84
80 80.523 .527 80 .530 83 .672
80 .598
80 .669
88
83 .752
8
80 .270
Rue
-10 .00-
80 .464
-18 .54-
89
80 .475
78 .953 78 .335
-43
78 .695
78 .785
80 80.411 .548 80 .407 80 .417
80 .369
80 .468
14
Rue
86
80 .505
-8 .59-
80 .213 8080 .208 .305 80 .321
80 .392 80 .300 80 .308
80 .372
-18 .30-
-11 .60-
80 .541
96
de la de la Baume Baum e
80 80.393 .399 80 .388
80 .601
80 .694
80 .668
78 .893
.51-
78 .309
78 .408
78 .619
30
80 .098
80 .047 79 .910
80 .244
8086 .243 .830
85
80 .333 82 .980
87
17 80 .644
.76-
80 .237
80 .184 80 .191 80 .191 80 .204
80 .093
80 .329 N
80 .795
-5 .16-
80 .773
-14 .25-
-31 78 .361
78 .462
78 .500
78 78.533 .533
.31-
79 .880
48 79 .959
80 .225
80 .539 T
92
80 .836
80 .826
80 .894
18
80 .075
79 .999
80 .151
80 .259 80 .165 80 .183
79 .977 79 .969 79 .952 80 .034
80 .055
80 86.101 .907 79 .983 79 .968 80 .081
80 .109
80 .287
280,05 1-2
79 86 86.755 .997 .762
79 .929 7980 .918 .016
80 .191 80 .102 80 .116
80 .130
80 .251
PB
79 .868
79 .938 79 .943 86 .863
83
81 .086
-16
- R=927
79 .721
79 .584
79 .764
79 .372
79 .378
79 .575
79 .768
7979 .790 .802
79 .773
80 .191
Rue
79 .906 79 .886
79 .825 79 .922
8080 .164 .074 80 .087
82
80 .225
80 .256
80 .297
79 .871 79 .850 79 .925
79 .951
80 .190
-12 .20-
8280 .691 .704
-5 .38-
90
98 99
.94
79 .911 79 .848
80 .309
13
80 .293
GR
81 .524
78 .173 78 .310
78 .219 78 .384
78 .319 78 .442
78 .551
78 .533
78 .608
-19
.85
82,00
110
21
- R=888 .15 arc=131 .26
22
CV 30
Longeur
arc=76
R=911 .82 -
82,20
.85
Coordonnees trappillon [m] X= 230624 .259 Y= 144525 .743 Z= Z radier =
79.327
77.767
83,80 172
CV 15
24
.32
Coordonnees trappillon [m] X= 230482 .491 Y= 144518 .652 Z= Z radier =
83.372
86.832
23
-32
78,20
.97-
107
mm
.85 - R=911 .85
N
114 82.854
77.155
T
-37 .57Longeur
2%
B
90,00
109
116 .85
-3.77-
-0 .42-
-1 .18-
-14 .42-
de la de la Baume Baum e
-5 .04-
-9 .92-
-10 .00-
19
.15
81,40
N
119
T
Longeur
T
Coordonnees trappillon [m]
79 79.143 .247 79 .150
78 .800 7878 .933 .799
R=888 .80 -
78.764
75.734
T
118
115 B
122
K
78 .989
C
arc=35 .75 - R=888 .15
Longeur arc=68 .46 - R=888 .15
.15
120
82.272
81.652 P
79 .096
P K
T
Longeur
.52-19 .95-
.34 - R=388
24
CV 7 Coordonnees trappillon [m]
Z radier =
111
CV 26
T
86.071
84.051
T
C
arc=11
C
X= 230239 .956 Y= 144514 .831 Z=
arc=81
CV 32 X= 230722 .071 Y= 144514 .998 Z=
82,40 78.200
Coordonnees trappillon [m]
B
Coordonnees trappillon [m]
117
X= 230392 .618 Y= 144529 .918 Z=
T
-21
Longeur
T
Z radier =
78 .826
Z radier =
.15
N
124
T
C
CV 2
Longeur
arc=21
Longeur arc=50 .05 - R=24
arc=50
T
B T
T
T
T
81 .964
78 .735
.710 7878 .623
79 .372
79 .470
-3.82-
4%
23,7
Longeur
25
T
Longeur arc=101 .38 - R=388 .15 B
B
123 82.805
79.975
79 .058
78 78 .898 79 .906 .033
78 .808 78 .843 78 .933
82 .011
78 .670 78 .587
78 .664
78 .699
78 .656 78 .662
Longeur
X= 230671 .176 Y= 144533 .472 Z=
B
B
125
B
X= 230236 .402 Y= 144499 .57 Z=
78 .937 78 .919 78 .901
78 .702
78 .624
78 .732
Coordonnees trappillon [m]
82.552
128
-10 .86-
127 -3.50-
126
arc=2 .27 Longeur R=388 .15
T
CV 1 Coordonnees trappillon [m]
28
175 78 .955
78 78 .640 78 .651 .773
.00
CV 27 Coordonnees trappillon [m]
1,75%
C
137
-2 .25- -0 .35-
.25 .67 - R=391
-22 .83-
170
173
174
-2 .68-
7878 .475 .629 78 .483
7878 .198 .060 78 .093
78 .516 78 .384 78 .375
.05 - R=24
K
78 .438 7878 .572 .428
78 .648
arc=50
83,00
P
-3 .36-
-1.69-
-2 .28-
-2 .43-
e anc
7878 .366 .506 78 .361
T
78 .235 78 .215 78 .356
78 .409
78 .732
N
.23-
pér Es
78 .248
78 .493
78 .070
B
78 .232 78 .104
77 .951 .939 7877 .076
78 .114
78 .575
.658
T
81.692
-15 .21-
81.891
80.341
134 78 .665 78 .807
78 .219 78 .346
142
PB
-1 .79-
-3.18-
78 .105
77 .685 77 .713 77 .821
78 .049 77 .930 77 .947
77 .590 77.725 .568 77
78 .044 78 .089
Longeur
87,50
88,00
K
N
-16
144 78 .119
7777 .828 .950 77 .856 77 .577 77 .310 77 .307 77 .434
77 .775 77 .803
-1 .21-
.29-
77 .098
77 .498
P
T
B
T
77 .919 78 .065
146 78 .146 78 .130 78 .277
77 .503 .530 7777 .636
7777 .676 .797 77 .692
77 .052
PB
88,50
18
131
129
27
B
Coordonnees trappillon [m] X= 230234 .462 Y= 144515 .482 Z=
C
78 .240 78 .012
77 .943 78 .079
77 .920
77 .293
77 .584
77 .075
145 -2.40-
77 .992 7778 .980 .126
77 .227 .225 7777 .357
76 .920 76 .898 77 .031
77 .000
77 .599
162
B
78 .690
78 .313
Entrée Arcelor 77 .937
77 .836 77 .795
77 .489
77 .21277 .236 77 .205
77 .321 77 77.311 .434
77 .478 77 77.463 .592
76 .870
.85
PB
80,00
78 .844 78 .682
78 .458 78 .303 77 .924 77 .768 77 .765
77 .341
T
76 .644 76 .617 76 .758
76 .788
.93 - R=411
-8 .00-
± 1%
.15
20
18
84,00
C
arc=28
80 .131
80 .144
80 .159 80 .228
80 .284
80 .259
-4 .79-
- R=888
81,00
84,70
85,40
2%
T
Longeur
-62 .01-
T
PB
77 .742 77 .772
77 .499 77 .313
161
78 .629
78 .504
155 78 .391
77 .990
77 .76277 .786
77 .534
77 .407
77 .199
-27
76 .324 76 .289 76 .427
76 .457
-2 .71-
76 .750 76 .202
86,40
130
T
T C
2
-2 .30-
77 .278 77 .140 77 .162
ille Vie
76 .855
76 .019 76 .152
76 .014
86,00
B
-1 .62-
150
77 .241 77 .151
76 .845
76 .701
78 .688 76 .031
76 76 .005 .013
-25 .09-
165
6%
F
75 .914
76 .937
76 .549
la
75 .876 75 .859 75 .864
84,00
CV 6
Coordonnees trappillon [m]
4%
75 .563
-0 .45-
76 .093 75 .430 75 .417 75 .550 75 .450
82.416
26 164
-10 .80-
G'
e de Ru
75 .038 75 .186
75 .252
-2 .72-
77 .060
77 .077 76 .930
76 .054 75 .064
75 .070
75 .078
81.336
-27 .66-
163
-16 .07-
149
.12-
76 .496
76 .857 76 .716
74 .803 74 .904 74 .831 74 .876 75 .052
74 .845
-2 .31-
86.268
T
T
Z radier =
82,00
-23 .52-
PB
74 .834 74 .858
-5 .47-
74.808
B
B
160
N
Longeur arc=29 .36 - R=411 .85
Coordonnees trappillon [m] X= 230245 .946 Y= 144518 .16 Z=
168
- R=407 .78 arc=15 .43
-7 .92-
T
G
74 .754
158
-5 .91-
78 .905
23,7
157
-7 .39-
-0 .58-
76 .131
76 .726
T
156
-3 .60-
148 -3
76 .610 76 .466
75 .598
75 .579
74 .782 .791
B
74 .745
70 .402
-0 .59-
75 .696 75 .564 75 .787 75 .813 75 .651 75 .691 75 .818 75 .691 75 .718 75 .683 75 .72075 .711 75 .738
74 .622
74 .488 74 .446
N
-0 .57-
75 .748 75 .619 75 .661 74 .437 74 .407 74 .447 74 .486
70 .785
70 .563
T
159
-17 .38-
N
76 .464 76 .315 76 .327
Longeur
169
CV Non ouvrable T
.299 7676 .164 76 .165
82.081
79.741
76 .082
76 .077 .045 7576 .909 75 .904
70 .863
70 .794
70 .579
X= 230238 .508 Y= 144518 .261 Z= Z radier =
75 .988
166
CV 5
167
Coordonnees trappillon [m] T
P PB K
-7.93-
23,7
4% N
CV 4
75 .734 7575 .530 .653 75 .521
B
70 .141
70 .251
Z radier =
Longeur arc=65 .15 - R=411 .85
T
75 .387
PB
80 .099
80 .306 80 .13980 .152 80 .153 80 .179
80 .573
79 .910 80 .070 .049 8080 .132
80 .320
80 .334
80 .356
E
CV 17 Coordonnees trappillon [m]
K
75 .481 7575 .566 .392
78 .574 78 .587 78 .655
78 .587 78 .589
78 .67478 .625 78 .69778 .653
86 .091
79 .549
79 .652
49
79 .723
80.274 .079 80 .116 80 80 .268 80 .111
80 .127 79 .841 79 .755 79 .804
80 .048 80 .019 80 .116
80 .418
15
80 .626
-24 .62-
T
83.711
82.091
X= 230517 .358 Y= 144542 .093 Z=
P
75 .363
75 .422 75 .378 75 .519
75 .503 75 .609 75 .488 75 .500
81 .965 7881 .786 .960
78 .653
78 .583
78 .592 78 .649
PB
78
-8.2979 .162 79 81.128 .745
79 .148
80 .581
35 79 .282
79 .320
51
79 .672
50 -4 .73-
-16 .07-
2 .150
F
B
Z radier =
75 75.258 .251
75 .268
75 .323 75 .302 75 .439
-24 .18-
79
-5 .58-
80 .392
80 .545 82 .715
80 .731
arc=29
104
G'
CV 11 Coordonnees trappillon [m] X= 230287 .835 Y= 144527 .768 Z=
T
74 .992 74 .993 7575 .089 75 .103 74 .003 .994 75 .093 7575 .011 .021 7575 .005 75 .007 75.006 .011 75 .020 75 .013
75 .002 74 .972 75 .117
95
-5 .43-
80 .594 82 .700
101
82,60
78.180
C
T
75 .272 B
T 75 .194 75 .208 75 .122 75 .133 75 .117 B
75 .050
74 .767
80 .169
94 93
77.500
T
B
N
B
78 .605
78 .522 78 78.572 .526
79 .001
79 .946
80 .245
80 .263 80 .071
80 .147
80 .680
80 .935
5
T
PB 74 .387 T 74 .390 .395 74 .595 74 7474 .527 .535
75 .546 75 .427 75 .455
80 80.703 .699 80 .703
.70-
79 .015
79 .208
T
-12 .61-
79 .332
79 .072
.65-
79 .112 79 .298
79 .136 79 .296
80 .223
80 .125
-5 .04-
Z radier =
Longeur
V
N
74 .660 74 .636 74 .756
75 .377 75 .259 75 .271
75 .154
78 .688
78 .626 78 .535 78 .54978
78 .562
78 .689 78 .693 7880 .712 .639 80 .639
98
79 .405
79 79.297 .429
PB
80 .218 80 .053 80 .082
80 .433 80 .523
80 .802
.13
80 .245
-26
80 .746
79 .093
-18 79 .150 79 .194 79 .106
79 .266
79 .312
79 .823 79 .691 79 .737
79 .915 79 .889 79 .93179 .949 80 .116 80 .182 80 .236
80 .219 80 .161 79 .982 80 .025
80 .029
80 .153
36
79 .141
79 .251
7979 .546 .685 T 79 .588 C 79 .738 79 .738
79 .696
80 .079
80 .158 80 .094 79 .908 79 .962
-5 .24-
X= 230675 .423 Y= 144537 .62 Z= 78.143
75.153
T
N
P
T
74 .833
75 .215 75 .090 75 .127
ence
74 .190 74 .163 74 .197
86 .317
1
10
78 .522 78 .542
78 .606
78 .572
78 .616
78 .649
79 .030
79 .4637979 .438 .584
79 .908 79 .872
81
-5 .29-
-4.21-
T
B
T
T
74 .616
.558 7474 .502 74 .487
74 .644
74.593 .748 74 74 .610
74 .266 74.386 .256 74
75 .038 74 .916 74 .935
Espér
73 .914 73 .959
11
-1.16-
.581 7878 .512 78 .541
78 .508 78.662 .511 78
78 .677 78 .679
79 .105
79 .125
78 .647
78 .975
32
79 .185
79 .178
79 .219 79 .031 79 .010 79 .071
79 .276
79 .091
79 .689
79 .837 79 .855 79 .815 80 .010
-4 .23-
Z radier =
B
T
B
74 .298
74 .308
74 .879 74 .737
74 .756
73 .804 73 .773 73 .823
79 .333
79 .161
79 .466
79 .973
80 .115
N
80 .146
80 .059 80 .071
79 .898
79 .895
79 .777
80 .173
78 .997 78 .949 78 .956 79 .098
79 .262 79 .407
79 .244
79 .732 79 .870 79 .692
79 .892
79 .890
T
80 .043
7979 .823 .978
80 .047 79 .875 79 .762
80 .167
.32
Coordonnees trappillon [m]
X= 230640 .003 Y= 144536 .708 Z= 86.364
B
74 .105 74 .381
74 .462 74 .326 74 .325
73 .993 .951 7473 .097
T
de la Vieille
74 .712 73 .732
73 .882 .884
79 .294
7979 .784 .618
79 .679
79 .731
79 .842
79 .728
79 .986 79 .968 79 .953 80 .064
79 .964 80 .046
80
arc=3 .99
85.474
Passarelle future
74 .304
73 .977
73 .786
B
74.458 .597 74 74 .470
Rue 74 .205
73 .658 73 .593 73.621 .612 73 73 .789
73 .732 73 .739
- R=888
91
CV 28
CV 25 Coordonnees trappillon [m]
CV 16
Coordonnees trappillon [m]
Z radier =
74 .096
74 .186 74 .047 74 .050
73 .760 73 .920
74 .378 74 .241 74 .268
73 .411 73 .553
73 .797 .618 73 .811 73 .823
78 .479 78 .483 78 .612
78 .688
79 .114 80 .064 79 80.068 .065 79 .210
Cabine élec.
79 .551
79 .560 79 .597
79 .746 79 .591
79 .721
79 .708
79 .87379 .884
80 .124
R=1
85.710
83.860
7373 .652 .648 73 .781
74 .037
73 .610 73 .577 73 .727
74 .201 74 .053 74 .078
PB
73 .226
78 .494 78 .812
78 .292
78 .188
78 .257
78 .288 78 .258 78 .252 78 .399
39
78 .336
78 .500 78 .387 78 .426
78 .463 78 .494
78 .772
79 .173 79 .002
78 .844 78 .966
79 .156 79 .073
59
79 .443
79 .342
79 .164
79 .410
79 .391
79 .405
79 79.793 .802 79 .693 79 .691 79 .681
79 .694
79 .673
79 .976
GR
r
Z radier =
X= 230500 .037 Y= 144537 .028 Z=
73 .939 73 .814 73 .821
73 .653
73 .441
73 .915
73 .423 72 .848
73 .923
70 .299
X= 230383 .932 Y= 144534 .254 Z=
73 .643
73 .875 73 .733 73 .744
73 .305 73 .275 73 .434
74 .026 73 .889
73 .875
70 .239
CV 13 Coordonnees trappillon [m]
83.637
73 .730 73 .640 73 .639
73 .628 73 .662 73 .665 73 .911
73 73 .736 .651 73 .693 73 .72473 .731
73 .733 73 .584 73 .585
73 .430
73 .400 73 .556
73 .756
73 .035 73 .036 73 .183
.587
71 .454 71 .442
.44
.22-
79 .350
79 .475
79 .463 79 .360
.19-
79 .503 79 79 .513 .297 79 .356
79 .639
79 .642 79 .582
79 .713
79 .971
80 .026 80 .099
80 .257
Longeu
Z radier =
73 .814
73 .645
73 .625 73 .541
B
73 .885 73 .742
73 .590
73 .625
72 .674 72 .824
72 .54272 72 .395 72 .382 72 .044 71 .751
85.417
73 .049
72 .763 7272 .910 .777
72 .858
73 .630 73 .627
73 .387 T 73 .589 .699 73 .721 73 .643
73 .037 73 .152
73 .719 73 .583
73 .242
72 .695 72 .218 72 .376
71 .858 71 .997
71 .965
71 .249 71 .272
80 .954 80 .954
81 .029 .028
81 .498
22,8
T
73 .179 73 .148 73 .314
73 .055
72 .555
72 .236 71 .883 71 .780 71 .755
71 .568 71 .713
71 .736
80 .802
81 .256 81 .256
ble
B
73 .574 73 .437 73 .437
73 .167
72 .786 72 .965
73 .556 73 .418 73 .437
72 .950 72 .258
71 .897
71 .590
71 .112 71 .248
71 .256
17
78 80.936 .562 80 .057
79 79.296 81 .029 .578 79 .308
79 .484
7979 .758 .613 79 .644 79 .61579 79.617 .773
79 .741 79 .674
79 .797 79 .756 79 .765
80 .018 80 .058 80 .171
80 .348 80 .340
80 .403
X= 230357 .983 Y= 144534 .047 Z=
7272 .804 .916 72 .789
71 .926 71 .927 71 .928 72 .059 72 .794
73 .712 .041
73 .431 73 .419
73 .023
72 .945
72 .794 72 .711 72 .698 72 .832
73 .076
72 .736
72 .394
72 .004
71 .634
71 .337
71 .104
PB
+/- 6,00 varia
CV 12 Coordonnees trappillon [m]
73 .012
72 .552 P K
72 .679 72 .772
72 .727 72 .734 72 .873
73 .052 73 .059 73 .193
73 .419 73 .278 73 .286
72 .957
72 .851
73 .209 73 .076
72 .113 71 .993 71 .768 71 .628
71 .290 .384 71 .317 71 .201 71 .217 71 .201
E
73 .092 73 .089 73 .081 73 .225 73 .080 73 .221 73 .075 73 .079 73 .228 73 .235 73 .084 73 .256 73 .07773 .116 73 .115
73 .002
72 .880
72 .608
72 .447 72 .454 72 .586
72 .145 72 .283
72 .833 72 .722 72 .505 72 .377
71 .280
GR
81 .498
81 .847
82 .048
82 .414
arc=29
G
72 .885 72 .860 72 .848
72 .693 72 .657 72 .655
72 .153 71 .867 71 .859 72 .005
71 .542 71 .517 71 .668
71 .209 71 .190 71 .346
T
71 .169 B 71 .279 N 71 .211 T 71 .222 T
B
71 .328 71 .130
70 .827
79 .523
79 .524 79 .365
79 .459
79 .736
79 .613 79 .522 79 .573
79 .668 79 .586
79 .813
79 .799
80 .111
80 .275
80 .417
80 .409
80 .360
Longeur
RT
72 .502
72 .302
71 .881
71 .304
71 .121
70 .672 70 .795
81 .554
82 .056
82 .092
VE
72 .550
K
72 .119 72 .128 72 .264
72 .362 72 .363 72 .515
73 .153
72 .569
B T P
72 .387
72 .141 72 .111 72 .113
71 .275
70 .910 70 .855 71 71.015 70 .002 .919 70 .931 71 .134
70 .902
70 .656
81 .927 82 .213
71 .972
72 .391
72 .679
72 .474 72 .466 72 .618
72 .974 72 .906 72 .789
PB
72 .429 72 .383
71 71.692 .827
72 .416 72 .280 72 .288 72 .693 72 .586 72 .590
73 .078 72 .961 72 .951
73 .107 73 .119 73 .260
73 .034 72 .991
72 .849
72 .535 72 .589
72 .153
71 .917
71 .833 71 .811 71 .808
71 .756 71 .711 71 .719
71 .595
71 .311 71 .319
71 .164 71 .164 71 .150
71 .071 70 .884
81 .363 81 .376
82 .263
82 .546 82 .616
E
N
72 .447
71 .860 71 .598
71 .616 71 .456
71 .014
70 .489
PB
79 .444
7979 .679 .536 79 .563
79 .694
79 .878 79 .878
80 .270
80 .398
80 .546
80 .721
80 .676
80 .963 80 .963 82 .270
82 .536
80,20
AX
73 .109
73 .021
73 73.143 .027 73 .020
T
72 .388
71 .549 71 .510
70 .826
70 .890
70 .169 70 .298
-12 .20-
4% -0 .45-
-3 .36-
-1.69-
-2 .43-
-2 .40-
nce
72 .238
71 .935
GR
N
70 .787
70 .739 70 .551
70 .149
78 .41078 .435 78 .538
78 .637
78 .614
GR
78 .742 79 .292
79 .103 79 .284
85 .266
78 .607
78 .926 78 .903
79 .210
79 .291
7979 .219 .371
61
79 .413
79 .518
79 .455 79 .471 79 .440 79 .816 79 .601
79 .650
79 .903
79 .862
79 .814
79 .918
79 .644
79 .821
79 .89579 79 .892
80 .012 79 .849
79 .827
82 .276 79 79.840 .829
.955
80 .025
80 .168 83 .367 83 .379 80 .088 86 .821
80 .068
80 .062
80 .090
80 .156
80 .240
80 .306
16Rue des Trois Mêlées
80 .487
82 .227 79 .667
79 .713 79 .884
80 .345
80 .020
80 .102 80 .021
80 .136 80 .201
80 .386 80 .260 80 .248
80 80.412 .445 80 .319
80 .423 80 .486
80 .608
Pui 78 .397
78 .462
4
78 .800
78 .888
78 .969
78 .931
79 .234
79 .451 79 .268
-5.49-
79 .488 .487 79.493 .492 79
79 .502 79 .384 79 .517 79 .415
79 .335
79 .353 79 .503 79 .522
79 .683 82 .567
88 86 .986 80 .237
80 .317
80 .481
84 .239 80 .322 .303 80 .412 80 .301 87
80 .483
84 .986 87 .307 80 .420 80 .435
80 .585
80 .582
79 .489 7979 .480 .656
79 .661
PB
GR
8080 .714 .593
-9 .92-
ére
N
73 .069
71 .951
71 .839
71 .617
T
72 .319
72 .188 71 .653
T
73 .213
73 .103
N
71 .769
71 .858 71 .718 71 .433
71 .413 71 .115
71 .027
70 .604 70 .788 70 .821 70 .719
T
12
78 .376 78 .401
78 .574
78 .565 78 .573 78 .607
78 .656
78 .898
79 .309 79 .300 81 .576 78 .841
81 .983
.99-
27 78 .483
inay
Esp
N
73 .153 73 .026 73 .030 73 .167 73 .058 73 .059
73 .203 73 .065 73 .078
73 .169
72 .714
72 .528 T
71 .403
71 .372 71 .090
70 .822 70 .825 70 70 .982.819 .803 7070 .798
B
82 .002
82 .270
78.182
77.332 82 .523
72 .706 73 .114 T
73 .187
73 .208
73 .213
73 .211 72 .796 GR
81 .610
78 .077
71 .398
81 .214
Mol
ille
Z radier =
81 .172 81 .02381 .181 81 .040
81 .07581 .074 81 .05581 .042
78 .691
78 .565
78 .641
78 .735
-5 .07-
78 .776
78 .867
78 .755 78 .887
79 .143 79 .167
79 .440 79 .240 79 79.428 .246 79 .250
79 .519 79 .518 79 .469
PB
79 .513
79 .507 79 .416 79 .452
10 10
14 14 80 .657 80 .481 80 .461
88 80.670 .011 .582 80 .542
82 .581 82 80 84 80 .584 80 .787 .184 .777 .635 80 .790
80 .799
Mêlées Rue des Trois
37
78 .639 78 .787
78 .772
78 .854
D
Vie 72 .398
22
81 .601
78 .095 78 .842
71 .408
82 .328
Coordonnees trappillon [m] X= 230675 .229 Y= 144538 .577 Z=
T
71 .657
71 .443
T
70 .035
V
80 .673 80 .779
78 .662
78 .877
1,45
la
78,20
B
81 .633
K
P
80 .793 80 .633
80 .819 80 .719
78 .562
78 .584 78 .694
78 .797
78 .988
78 .958
79 .197
79 .445 79 .246 79 .215
60 79 .543
81 .436
78 .604 78 .913 78 .750
78 .868
79 .055 78 .928
79 .149
79 .306
-17
7979 .467 .336 79 .346
79 .452 79 .292 79 .289
79 .228 79 .443 79 .246 79 .242
79 .530
79 .394
79 .410 79 .424
79 .343
79 .447
79 .656
80 .800 80 .800
84 .157 81 80.564 .894 80 .858
80 .900
80 .820
80 .885 80 .831 80 .761
80 .871
81 .136 81 .335 81 .552
80 .551
84 .186 88 .657 80 .594 81 .012
83 84 .216 .065 80 .956 80 .942
80 .905
80 .928
81 .506
81 .975
81 .723
71 .313
71 .397 71 .540
P
7171 .445 .452 71 .459 B
81 .080 81 .059
T
C
78 .995 78 .842 78 .795
79 .186 79 .173
.97
79 .509 79 .302
79 .321
79 .431 79 .284 79 .292
79 .302 79 .282 79 .294 7979 .290 .439
79 .349
81 .905
Mari
78 .612
78 .495 78 .552
38
T
78 .952 78 .975
78 .938
78 .981
79 .032
-10 7979 .377 .506 79 .398
79 .398 7979 .512 .379
79 .526
.38
de
71 .739 71 .751
71 .260 71 .291 7171 .288 71.400 .291 71 .218
79 .464
79 .451 79 .444 79 .652 79 .575
79 .380 79 .382 79 .501
R=48 .68 -
Rue 71 .679
71 .310 71 .108 71 .020 71 .012
81 .203 81 .126 80 .989
81 .015
78 .677
78 .995 79 .128
79 .936
arc=4 R=22
58
79 .564
79 .596
79 .222
79 .207
79 .277
GR
80 .925 81 .087
81 .177 81 .973
82 .058
82 .191
Puit
78 .518
78 .535 78 .594
78 .749
78 .931 78 .940 78 .944 78 .971
79 .928
79 .975
Longeur
79 .590 79 .086 79.053 .038 79
79 .266 79 .090 79 .126
79 .275
79 .231
79 .410 79 .331 79 .360
79 .436
80 .954 80 .954
81 .066
81 .256
81 .432 82 .046
82 .099
71 .619
70 .630
78 .866
78 .986 78 .846 78 .890
79 .127 79 .032 79 .089
7979 .272 .178 79 .246
81 .113 81 .113
81 .376 81 .376
81.690 .690 81
82 .076 82 .139
71 .419 71 .310 71 .303
71 .131
71 .534 7171 .421 .424
70 .968
78 .858
78 .852
7878 .665 .789 78 .730
78 .951
7878 .950 .862 78 .906
79 .054
79 .323 79 .232 79 .283 79 .304
86 .990
Entrée de garages
Limite d'intervention
82,00 81 .999 81 .999
82 .121 82 .186
82 .364
Rue
78 .623
78 .664
79 .028
79 .985
79 .973
57 79 .828
79 80 .447 .977 79 81 .575 .105
12
.722 7878 .730 78 .554 78 .612 78 .682
78 78 .859.762 78 .815
78 .892
78 .966
79 .237
79 .351
Pylone 82.736
76.726
82 .360
71 .991 71 .876 71 .869
K
81 .094 81 .076
78 .250
78 .562
79 .952
79 .475
80 .456 79 .986 78 .644
7878 .742 .638 78 .685
8678 .819 .930
79 .195 79 .252
8787 .464 .111
Z radier =
CV Non ouvrable
CV 29
78 .563
78 .793 78 .623
9
-10 .78-
79 .635 79 .580
79 .632
79 .560
7878 .603 .505 78 .553
86 78.518 .914
78 .997
86 79 79.100 .792 .098
108
86 .884 84 79 .437 .260 .241
71 .524
70 .500 70 .313
78 .605
78 .585
78 .645 78 .746
104104
106
Bornes amovibles
87 .481
CV 33 Coordonnees trappillon [m] X= 230786 .252 Y= 144564 .351 Z=
77,40
71 .979
80 .91480 .932 80 .907 80 .934 81 .209 81 .235
P
81 .078 81 .059 81 .039 81 .025
10A
85 .751
Rue
8678 .496 .634 .625
.00
106
Police
78 .659
ay
.17 - R=24
T
78 .787
A
arc=51
B
Rue e
78 .480
78 .467 78 .687 78 .520 78 .917
78 .873
82 .726 83 .223
79 .930
Longeur arc=10 .98 R=22 79 .845
79 .463
0
Longeur
T
B T
81,00
5
7878 .452 .548 78 .509
78.044
77.334
B
T
82.910
81.530
78 .410
10
76
64 63
7979 .456 .595
78 .602
Coordonnees trappillon [m] X= 230667 .622 Y= 144491 .929 Z=
84,00 77,60 B
T
Z radier = 71 71.242 .260 71 .256
78 .525 78 .389
78 .595 78 .467
78 .685
7979 .685 .827
79 .626 79 .741 79 .597
7979 .587 .725 79 .600
-1 .83- -0 .55-
79 .532
79 .599 79 .468 79 .485
81.900
76.500
79.763
78.113
83.052
80.802
83.034
81.264
B
X= 230206 .566 Y= 144539 .031 Z=
71.069 .077 71
71 .229
81 .080 .952
80 .965 80 .842
83 .963
86 .147 .368
86 .153 86 85.138 .746
78 .430
78 .643 78 .686
83 .673 83 .208
79 .975
79 .997
79 .700
79 .653 79 .649 79 .788
79 .651
67 180 179 -5 .44-
79 .496 7979 .646 .501
79 .492 79 79.628 .463
arc=16
Z radier =
Z radier =
Coordonnees trappillon [m]
70 .873 70 .888 70 .880
83 .705
7979 .825 .964
78 .775
79 .680
79 .631
66
t Ma
82 .726
79 .968
75
79 .804
77
-7 .00-
7979 .715 .573 79 .582
79 .647
79 .689
.490 .628 79 .4987979
Coordonnees trappillon [m] X= 230615 .58 Y= 144571 .853 Z=
CV 18 Coordonnees trappillon [m] X= 230513 .077 Y= 144566 .621 Z= Z radier =
Z radier =
Coordonnees trappillon [m] X= 230217 .263 Y= 144539 .439 Z=
CV 8
70 .793
70 .708 70 .602 70 .599 70 .461
70 .588 70 .478 70 .463
.25
7979 .693 .55079 .549
11
-17 .90-
T
Longeur arc=51 .17 - R=24 .00
79 .543
78 .638
18,2
79,00
Z radier =
T
B
X= 230220 .572 Y= 144542 .885 Z=
CV 9
69 .902
70 .022
80 .840 81 .138
81 .051 80 .908
80 .938 80 .916 80 .940 80 80.941 .810 80 .925 80 .782 80 .806
80 .955 .959 80 .943 .93980 81 .032
80 .911 80 .933 81 .071 81 .112 81 .109
81 .112
86 .329
80 .027
2
3
78 .560 78 .869 78 .256
78 .316
78 .629
79 .963 79 .965
79 .789 79 .936
79 .780
79 .739
79 .641
178 -0 .7973 72
79 .704
79 .579
78 .458
78 .396 78 .402
62
79 .484
CV 31
.85 - R=911 arc=111 .82
CV 24
108
B
Longeur arc=93 .78 - R=911 .85 C
Coordonnees trappillon [m]
Arcelor
69.721 .820 69 69 .735
69 .684
B T
70 .636
79 .794 79 .643
79 .848
71
arc=4 Longeur R=7
-10 .64-
79 .574
78 .319
78 .350
78 .429
rie
78 .324
79 .702 79 .786
-4.9379 .631
78 .313
78 .263
79 .475 79 .610
K
CV 10 PB
.945 6969 .948 70 .064
70 .705
T
86 .765 .151 79 86 .155 82 .386
-3 .22-
78 .201 78 .235
78 .083 78 .230
78 .337
78 .441 78 .293
9
79 .732
7979 .842 .692
79 .656
70
9
78 .349
78 .239
65 78 .284 78 .217 78 .186
78 .584
P
68 .730 6868 .721 68 .757 .747
69 .923 69 .843 69 .839 69 .967
70 .029
79 79.715 .854
-7.2379 .795
7979 .887 .742
79 .690
78 .039
78 .186
78 .030 77 78 .995.099
78 .281
78 .291 78 .395 78 .335
Longeur
112
T
79 .669
68 .845
68 .921 68 .956 69 .040
71 .410 71 .112
77 .942
68 .896
P
K 68 .783 68 .814 68 .792 68 .811
69 .148 69 .115
79 .701
79 .800
79 .778
79 .761 79 .644
77 .914
78 .215
78 .443
-1 .20-
Longeur
88,00
79 .703 7979 .702 .731 79 .564 79 .100 7979 .223 .106
79 .317
PI
68 .842
69 .087
74
79 .776
79 .795
78 .170
77 .809
77 .842
78 .014
78 .140 78 .047 78 .097
86 .187 .557 78 87 .995
79 .406
68 .569
6868 .481 .573 68 .476
68 .695 68 .696
68 .639 68 .617
68 .713
68 .922
78 .532
79 .745 79 .536 79 .219
78 .593
78 .341 78 .099 77 .790
77 .830 77 .740 77 .748 77 .712
77 .957
78 .242
88 .002 78 86.433 .614
68 .527
68 .020 68 .003 68 .094 B T 68 .055 68 .084 68 .098
68 .375
78 .509
78 .518
-8.09-
18 78 .587
-5.00-
78 .617
78 .825
4
77 .973 78 .134
78 .213
78 .105
78 .812
69
77 .746
.973 87 7777 .862 .982 86 .357
98
100
77 .209
77 .203
78 .16578 .235
77 .523 77 .503 77 .502
77 .713
7777 .781 .673 77 .712
78 .102
96
96
78 .621
68 .384
67 .965
68 .138 68 .292
GR
77 .915 77 .515 7777 .572 .473 77 .481
87 .328 87 77 77 .889 .735 .741
9494
83,80
78 .214
67 .744
67 .781
8777 .317 .574 77 .570
92
82,20
.85
107
84.365
81.075
102102
67 .528 .533
67 .571
R=911 .82 -
78,20
CV 23 Coordonnees trappillon [m]
Z radier =
.739 6767 .630 67 .635
.456 6767 .460 67 .529
arc=76
81.562
74.152
113
79 .306 79.357 .306 7979 .386
67 .181
67 .448
67 .460
67 .571
Longeur
172
Z radier =
16,4
22 79.327
77.767
CV 22 X= 230587 .875 Y= 144593 .291 Z=
.97-
A
Z radier =
77.876
76.916
-32
inay
Z radier =
78 .439
78 .478
79 .280 7879 .748 .280
78 .876
B
- R=888 .15 arc=131 .26
CV 30 X= 230624 .259 Y= 144525 .743 Z=
Coordonnees trappillon [m] X= 230566 .918 Y= 144599 .21 Z= 80.042
72.392
23
T
Longeur arc=9 .72 - R=911 .85
-6 .38-
79 .667
86.832
83.372
B
114
78 .410
PB
23
78 .617 78 .639 78 .746
Molin
Z radier =
.85 - R=911 .85
7
78 .741
Coordonnees trappillon [m]
Coordonnees trappillon [m] X= 230482 .491 Y= 144518 .652 Z=
X= 230616 .034 Y= 144586 .325 Z= arc=53
78 .485
81 .683
5
82 .849 79 .349 79 .274 79 .349 82 .847
78 .585
-27 78 .242
-5 .15-
Longeur
T
78 .582
78 .658
78 .378 78 .411
78 .005 78 .162
-2 .54-
120
N
78 .226
78 .203
78 78.352 .212
D
Z radier =
CV 15
24
.32
T
77 .943
28
78 .395 77 .542
-4 .73-
.95 - R=965
B
78 .368
78 .290
.00-
80 .590
80 .840
81 .08180
80 .637
80 .588
80 .778 80 .807 80 .933 80 .952
81 .109
79 .894 80 .028
79 .800
79 .621 79 .424 82 .827 79 82.551 .392
-7.74-
79 .401 82 .826
79 .194 79 .163 79 .301
6 -5 .70-
77 .996 78 .190
78 .270
77 .462 7777 .531 .441
78 .089
arc=14
78 .400 78 .400
78 78.439 .426
24 -1.27- 25
78 .410
78 .300
78 .130 78 .174
78 .072 78 .140
-5.39-
78 .410
-3.73-
78 .425
78 .156 78 .350
78 .134
78 .051 .049 78 .090
78 .219
-28 78 .036
8 9
78 .894 78 .830 78 82.807 .187 82 .189 78 82.773 .184
78 .389
21 22 20 -1 .79-
78 .365 78 .489
26
78 .170
78 .183
2
78 .133
14
13
78 .391 78 .408 78 .513 78 .360
78 .450
78 .268 78 .317
78 .457
78 .212 78 .259 78 .386 78 .402
77 .949
78 .483 78 .517 78 .660 78 .471
78 .558 7878 .529 .664
78 .276 78 .275
19
78 .231
78 .068
78 .131
80 .763 80 .764 81 .064
80 .920
80 .575
80 .592 80 .567 80 .575
80 .557
80 .440 80 .460
80 .523
80 .788
79 .874
N
15
7982 .388 .411
78 .556
78 .138
78 .431
77 .394
77 .415 77 .397 77 .481
-2 .95-
-2 .68-
Longeur
78 .225
C
78 .015
78 .249 78 .105
77 .476
77 .464
-0 .67-
X= 230548 .827 Y= 144594 .667 Z=
-37 .57-
121
CV 19
Coordonnees trappillon [m]
116 .85
77 .894 77 .974
T
78 77.062 .919
78 .106
77 .943
78 .132 77 .998
78 .310
77 .378
78 .014
.59 - R=911
78 .286
78 .100 77 .913
78 .152
78 78 .175 .179
78 .218
78 .217
C
79 79.667 .820
.33-
79 .075
78 .959
3
78 .135
clôture existante
83 .344
82 .887
80 .691 80 .989
80 .628
80 .585 80 .885
80 80 .559.847
80 .607 80 .513 80 .444
80 .394 80 .541
80 .650 80 .650
86 .343
10B
T
-9.01-
16
7979 .500 .668
-12 PB
82 .892
80 .685 80 .624
80 .584 80 .553 80 .543
80 .482
80 .391 80 .326
80 .555 80 80.502 .505 80 .551 80 .510
83 .961 80 .320 86 .350
80 .135 86.245 .354 80 80 .135
79 .586 79 .740
79 .440 79 .501
79 .161 79 .203
78 .937 78 .973
78 78.702 .846
7878 .820 .944
82 .893
.393 77 .329 7777 .305
77 .357
77 .371
87 .307
de la Glacière Rue Rue de la Glacière
arc=10
GR
80 .801
80 .622
80 .556
80 .512
80 .478
80 .273 80 .398 80 .397
80 .472
1 79 .594
79 .633
79 .383
79 .169 79 .084
78 .934
78 .897
78 .764
78 .635 78 .627 78 .770
82 .890
83 .393
83 .397
83 .427
83 .424
80 .783
80 .641
80 .611 .616
80 .568
80 .525 8080 .648 .507 80 .628 80 .483
80 .622 80 .465 80 .457
80 .296
79 .942
78 .922
78 .832
78 .775
78 .798
83 .333
CPAS
14
16
Rue du Dépot
-13 .33-
Longeur
10
81,40
.85
21
Coordonnees trappillon [m]
CV 21 T
122
K
78 78.866 .825
78 .869 78 .851 7878 .83078 78.850 .764 .735
78 .517
.596
Longeur
90,00
109
B
.15
P
N
78 .844
79 .180
82,00
80 .746
80 .704
80 .670 80 .944 80 .642
80 .642 80 .919 80 .637 80 .614
80 .584
80 .560
80 .464 80 .594
80 .590
PLACE DES QUATRE GRANDS
FAÇADE À STRUCTURER
86 .353
T
78 .497
2
77 .393
119 115
.52-19 .95-
.34 - R=388
T
79 .598
79 .922 80 .076
78 .889 B
78 .407
78 .475
78 .133
C
arc=11
82.272
81.652
82.854
81.494
Rue
79 .117
79 .072
78 .934 78 .933 78 .930 78 .897
78 .857 78 .736
78 .450 78 .388
78 .081 77 .932 78 .085
- R=911
79 .239
78 .809
78 .269
Pui
79 .957
79 .349 79 .183
79 .240 79 .098 79 .099 79 .064
78 .009
78 .282
78 .336 78 .265
78 .216
77 .966
.20
79 .414
79 .200 .197
77 .963
78 .267 78 .203
77 .938
arc=27
79 .413
79 .376 78 .889
77 .931
78 .107
83 .418
102
-3 .40-
105
77 .814
77 .854 77 .914 77 .839
78 .148
78 .083 78 .076 78 .096
.613 8080 .465
t Ma
77 .853
77 .757
78 .180
78 .199 78 .133
78 .129
78 .118 78 .107 78 .148
78 .133
78 .168 78 .165
78 .391
97
.54
100
Longeur
106 -1 .28- -1103 .69-
110
T
Longeur arc=68 .46 - R=888 .15
-21
Longeur
24
CV 7 Coordonnees trappillon [m] X= 230239 .956 Y= 144514 .831 Z=
81,40
81 .009 80 .711 80 .978 80 .671
80 .627
80 .597
80 .560
85 .805
77 .866 77 .916
.909
77 .846
78.764
75.734
80 .872
80 .621
80 .597 80 .579
80 .553
80 .494 80.640 .513 80
80 .457
80 .607
rie
77 .951 85 .804
8584 .796 .606
77 .633
77 .850 77 .849
78 .206
78 .112 7878 .109 .100
78 .156
78 .201
78 .192
80 .462
80 .363
77 .643
77 .88677
77 .966
78 .037
78 .174 78 .110 PB
78 .190
78 .241 78 .233
78 .252
78 .157
78
124
123
C
Z radier =
111
R
77 .564
R
79 .752
78 .244 78 .291 P
P
77 .745
78 .232
81 .615 .613
81 .291
81 .289
-1 .36-
B T
T
T
T
T
Z radier =
82,40 78.200
77.850
78.055
77.155
B
C
Longeur arc=101 .38 - R=388 .15 B
B
B
C
R
77 .758
81 82.597 .933
Bornes fixes 81 .984 82 .586 82 .944
82 .930 82 .927
Rue
Z radier =
78.091
76.551
T
125
T
CV 2
79 .662
X= 230658 .905 Y= 144529 .865 Z=
81 .053 81 .050 80 .757 80 .751
.649
126
arc=2 .27 Longeur R=388 .15
C
N
Z radier =
88,00
81 .052 80 .749 80 .756
80 .605 80 .538
80 .432
81 .014 80 .741 80 .735 81 .041
78
132
T
T
2%
P
P
81 .616 82 .937
60
CPAS
81 .308
PLACE À AMÉNAGER
80 .716 81 .022
80 .578 80 .852 80 .603
80 .395
80 .456
77 .669 7777 .704 .666 R 77 .669
29
82 .925
82 .930
-1 .85-
.25 - R=391 arc=17 .38
82.805
79.975
Coordonnees trappillon [m]
PB
X= 230564 .023 Y= 144608 .493 Z=
N
80 .702 80 .703 80 .994
81 .048
80 .923
80 .605
80 .517 80 .379 80 .357
80 .414
80 .155
79 .862 79 .719 .556 7777 .542 77 .548
77 .641
27
.678
Coordonnees trappillon [m] T
118
80 .482
80 .464
80 .284 80 .139
79 .919 79 79.838 .861
25
87 .947
16
78
Longeur
135
CV 1
Z radier =
78 .989
CV 20
P K
C
arc=35 .75 - R=888 .15
C
80 .300
78 .529
77 .690
23/2
y
-2 .25- -0 .35-
Coordonnees trappillon [m] X= 230236 .402 Y= 144499 .57 Z=
X= 230240 .562 Y= 144500 .446 Z= 79 .096
T
T
Longeur
80 .658
80 .947
80 .644 80 .943
80 .627 80 .604
80 .579
78 .484
23
s
lina
-3 .30-
.25 .67 - R=391
Z radier =
Z radier =
CV 26 Coordonnees trappillon [m]
B
86.071
84.051
K
80 .481 T
P
80 .298
67
21
Pierre
Mo
arc=15
Z radier =
80 .669 80 .653
80 .680 80 .658 80 .967 80 .667
80 .646
80 .623
80 .465
80 .549 80 .517
.007 8584 .789
55
84 .546
56
Rue
-8 .24-
Longeur
171
-5 .0280 .634 80 .540 80 .591
80 .615
14
80 .524
80 .478
-3.11-
-7 .65-
81 .606
52
80 .945 83 .068
80 .707 83 .095
80 .675
80 .597 80 .505 80 .547
80 .502 80 .481 80 .570
80 .676
14
B
140 78 .755
80 .630
Cabine élec.
54-3 .97-
80 .757 .656 80 .665
44
80 .64480
y
-8 .25-
-22 .83-
28
- R=927
-4 .06-
80 .460
80 .498
80 .518 80 .551 80 .792 80 .569 87 .110 87 .494 81 .031 80 .575
12
12
5 21,6
139
T C
141
79 .058
.94
45 80 .473
Rue des
80 .414
80 .452
80 .458 87 .147 89 .273 80 .583
10
80 .688
-3 .52-
80 .545
80 .509 80 .431
PB
80 .428
10
-2.07-
-2 .99-
175
79 79.317 79 .155 .140 79 .278 79 .307
arc=21
-3 .03-
80 .473
80 .311
80 .304 80 .317 80 .505 80 .280 80 .369 8080 .284 .278 89 .235 80 .707 80 .370
53
80 .641 83 .058
80 .560
80 .525
80 .463 80 .328 80 .355
8
80 .320 80 .295 80 .395
80 .285 80 .921 86 .281
5
9
C
142
-1 .79-
170
-2 .28-
173
174
78 .955
78.901 .937 78 .919 78
78 .702
117
X= 230392 .618 Y= 144529 .918 Z=
78 78 .898 79 .906 .033
78 .808 78 .843 78 .933
98 99
.15
80 .507 80 .556 80 .534
80 .494
46
80 .329
80 .230
80 .319
6
6
5
7
7
80 .683 80 .67180 .686 87 .011
80 .743
Longeur
X= 230671 .176 Y= 144533 .472 Z= Longeur arc=50 .05 - R=24
.15
CV 14 (bascule)
78 .624
79 79.143 .247 79 .150
R=888 .80 -
80 .305
47 -2.63-
80 .244
Pierres
80 .117 80 .214
86 .859 80 .183 80 .182
3
3
80 .627
80 .604
8080 .507 .516
80 80 .524.501
80 .430 C
91
.68
78 .634 7878 .475 .629 78 .483
7878 .550 .417 78 .462
78 .640 7878 .651 .773
arc=81
CV 32
CV 27 Coordonnees trappillon [m]
1,75% .78 - R=888
78 .438 7878 .572 .428
78 .800 7878 .933 .799
Longeur
80 .267
80 .428
80 .581
80 .570
80 .551
80 .524 80 .555 80 .815 80 .534 80 .514 80 .505
80 .608 80 .594 80 .578 80 .574 80 .556 80 .548
80 .520
T
8087 .405 .393 .955 80 .38487 .061 80 .401 80 .408
80 .686
80 .608 80 .617 80 .614 80 .629 80 .619 80 .636
80 .578
80 .579
80 .870
80 .561
80 .554
80 .841 80 .633 80 .605 80 .816
80 .654
80 .644 80 .674 80 .637
84 .001
80 80.411 .548 80 .407 80 .417
80 .495
80 .533 80 .507 .033 80 .519 87 80 .513 88 .109 80 .525 80 .520
80 .567
80 .876
80 .784 80 .871
80 80.770 .860
80 .709 80 .838
80 .733 80 .713
80 .686 80 .649
80 .629
84 .613
80 .704
80 .729
80 .768 80 .850 80 80 .850.553 80 .558 80 .858
80 .782 80 .866
80 .772
80 .858
80 .394
80 .377 80 .354 80 .463
80 .519 80 .503 80 .608
83 .342
83 .336
80 .759
80 .811 80 .762
Coordonnees trappillon [m] X= 230722 .071 Y= 144514 .998 Z=
K
arc=50
Coordonnees trappillon [m]
78 .648
.00
P
Longeur
T
78 .235 78 .215 78 .356
78 .409
78 .826
.05 - R=24
83 .335
86 .452
N
N
T
N
78 .114
arc=50
83,00
86 .429 78 .811
T
T
B
T
78 .044
78 .575
Longeur
87,50
88,00
K
80 .582
78 .652
78 .707
80 .776
80 .225
des
80 .125
80 .120 80 .113 80 .105 80 .175 80 .115
80 .141
4
1
8086 .243 .830
8080 .620 .527 80 .543
88 .203
arc=7
7878 .366 .506 78 .361
7878 .198 78 .093 .060
78 .516 78 78 .384 .375
P
78 .556
80 .761
80 .303
80 .222 80 .079 80 .119
80 .306 80 .13980 .152 80 .153 80 .179 80 .191
79.969 .977 79 79 .952 80 .034
80 .053 80 .039 80 .051 80 .046 80 .039 8680 .826 .041
80 .237
80 .184 80 .191 80 .191 80 .204
80 .344
80 80 .213 .208 80 .305 80 .321
80 .369
80 .726 88 .175
88 .225 80 .270
R=10
78 .493
78 .070
78 .232 78 .104
77 .951 77 .939 78 .076
88,50
18
131
78 .681 .683
80 .458 80 80 .358.365
84
80 80.523 .527 80 .530 83 .672
80 .598
80 .669
88
83 .752
8
80 .475
Longeur
78 .248
77 77 .685.713 77 .821
78 .049 77 .930 77 .947
77 .590 77 .568 77 .725
.85
25
T
78 .562
78 .637
7878 .699 .633
lina
.93 - R=411
B
B
F
143
-3.18-
78 .105
e anc
7777 .828 .950 77 .856 77 .577 77 .310 .307 7777 .434
77 .775 77 .803
20
18
84,00
C
arc=28
82.552
129
.23-
pér Es
77 .098
78 .204
144 78 .119
146 78 .146 78 78.130 .277
77 .503 .530 7777 .636
7777 .676 .797 77 .692
77 .052
77 .498
85,40
2%
T
Longeur
-62 .01-
78 .495
78 .614
Mo
130
T
6%
81.692
-3.50-
78 .924 78 .860
79 .792 78 .065 81 .779
79 .073
e
86,00
165
B
Z radier =
-15 .21-
128
-10 .86-
127
133
-16
.29-
77 .920 77 .919 78 .065
145 -2.40-
77 .992 7778 .980 .126
77 .584
77 .075
78 .219 78 .346
77 .999 78 .148
77 .943 78 .079 77 .836 77 .795
77 .489
77 .212 77 .236 .205 7777 77 .227 .225 77 .357 77 .293
77 .321 77 .311 77 .434
77 .478 77 .463 77 .592
76 .920 76 .898 77 .031
77 .000
78 .089
-25 .09-
84,00
CV 6
Coordonnees trappillon [m] X= 230249 .261 Y= 144519 .063 Z=
27
137
79 .024 81 .248 81 .773 .254
Ru
82.416
26 164
-10 .80-
C
136
G'
78 .012
77 .937
-27
76 .644 76 .617 76 .758
76 .870
77 .599
163
-2 .75-
134
76 .457
76 .788
81.336
-27 .66-
-2 .31-
162
138
86,40
T
Z radier =
82,00
T
81.891
80.341
-1 .21-
76 .750
76 .324 76 .289 76 .427
-5 .47-
B
T
Z radier =
78 .665 78 .807
-2 .71-
76 .019 76 .152
76 .202
160
161
C
86.268
T
B
X= 230245 .946 Y= 144518 .16 Z=
168
- R=407 .78 arc=15 .43
N
T
CV 3 Coordonnees trappillon [m] X= 230234 .462 Y= 144515 .482 Z=
T
74.808
B
Longeur arc=29 .36 - R=411 .85
Coordonnees trappillon [m] 82.081
79.741 Longeur
T
B
PB
80,00
78 .844 78 .682 78 .690
78 .313
78 .608
78 .607
78 .660 .986 81 81 .280 81 .245
5
42
-5 .00-
1 18,1
158
-5 .91-
78 .905
78 .629
78 .458 78 .303
78 .240
80 .075
79 .999
80 .151
80 .059 80 80.052 .155
80 .464
78 .836 78 .966 83 .678 81 .435
D
157
-7 .39-
78 .504
155
78 .391
77 .765
77 .341
77 .199
80 .101 86 .907 79 .983 7980 .968 .081
80 .109
80 .130
80 80.259 .165 80 .183
80 .093
80 .462
-18 .54-
1,45
156
78 .045
77 .990
77 .924 77 .768 77 .499 77 .313
77 .162
ille Vie
76 .855
-4.21-
-4 .53-
78 .071
154
77 .762 77 .772
77 .742
77 .278 77 .140
76 .845
76 .701
78 .688 76 .031
76 .005 76 .013 76 .014
23,7
-5 .29-
77 .76277 .786
77 .534
77 .407
153
152
151 -4 .11-
-2 .30-
76 .937
76 .549
la
75 .795 75 .796 75 .914
75 .914
G
75 .580
-0 .58-
e de Ru
75 .563
75 .876
150
77 .241 77 .151
77 .077 76 .930
76 .093 75 .430 75 .417 75 .550 75 .450
75 .859 75 .864
-2 .72-
77 .060
76 .054 75 .064 75 .038 75 .186
75 .252
-0 .59-
149
.12-
76 .496
76 .857 76 .716
74 .876 75 .052
75 .070
75 .078
-0 .57-
148 -3
76.466 .610 76 76 .131
74 .803 74 .904 74 .831
74 .845
-7 .92-
159
-17 .38-
N
76 .464 76 .315 76 .327
75 .598
76 .726
PB
74 .834 74 .858
-4 .23-
Z radier =
169
CV Non ouvrable T
.299 7676 .164 76 .165
75 .422 .378 7575 .519 75 .481 7575 .566 .392 75 .503 75 .609 75 .488 75 .500 75 .696 75 .564 75 .787 75 .813 75 .651 75 .691 75 .818 75 .69175 .683 75 .718 75 .72075 .711 75 .738
74 .754
-3 .60-
X= 230238 .508 Y= 144518 .261 Z=
76 .082
76 .077
75 .323 75 .302 75 .439
75 .748 75 .619 75 .661
T
-23 .52-
T
75 .988
.045 7576 .909 75 .904
75 .546 75 .427 75 .455
75 .579
74 .782 .791
B
74 .745
166
CV 5
167
Coordonnees trappillon [m] B
P PB K
75 .002 74.117 .972 75 75 .377 75 .259 75 .271
74 .622
74 .488
79 .868 79 .951
79 .938 79 .943 86 .863 80 .055
280,05 1-2
79 86 86.755 .997 .762
8080 .191 .102 80 .116
Rue
79 .906 79 .886
79 .850 79 .925
79 .825 79 .922
79 .929 79 .918 80 .016
83 80 .251
80 .287
80 .392 80 .300 80 .308
80 .473 80 .484
83,00
89
78 .896
33
-5.55-
84 .530 80 .472
80 .573
79 .848
8080 .164 .074 80 .087
82
80 .225
PB
79 .871
79 .755 79 .804 79 .911
79 .910 80 .070 .049 8080 .132
80 .190 80 .210
80 .256
80 .372
-18 .30-
14
86
80 .505
-8 .59-
40
80 .728
80 .099
80 .079 80 .274 80 .116 80 .268 80 .111 80 .147
80 .127 79 .841
80 .048 80 .019 80 .116
80 .131
80 .297
80 .393 80 .399 80 .388
-11 .60-
80 .541
176
78 .596
-4 .70-
79 .716
80 .787
80 .245
80.071 .263 80 80 .125
80 .153
80 .144
.32
N
CV 4
75 .734 7575 .530 .653 75 .521
75 .363 75 .215 75 .090 75 .127
75 .154
74 .437 74 .407 74 .447 74 .486
74 .446
80 .223
79 .986 79 .968 79 .953 80 .064
81
-5 .29-
80 .173
13
80 .293
GR
85
80 .333 82 .980
80 .601
96
E
Longeur arc=65 .15 - R=411 .85
T
75 .387
74 .660 74 .636 74 .756
75.916 .038 74 74 .935
74 .190 74 .163 74 .197
-24 .62-
K
74 .266 74 .256 74 .386
74 .879 74 .737 74 .756
74 .712
73 .923 73 .914 73 .959
PB
80 .218 80 .053 80 .082
80 .029
80 .167
80 .309 80 .259
80 .329
87
80 .694
80 .668
80 .644
78 .915 82 .049 83 .509
79 .017
34
80 .197
80 .213
43
80 .512
80 .025 79 .895
79 .777
80
80 .124
80 .159 80 .228
80 .356
N
17
.76-
177
.39-
80 .571
79 .584
.27-
-14
80 .056
80 .200
80 .173
80 .539 T
80 .795
-5 .16-
80 .773
-14 .25-
-16
31 -4 .57-
79 .099
-12
79 .863 80 .482
79 .633
N
6 41
T N 79 .952
79 .910
80 .098
80 .089
80 .047 79 .910
79 .976 79 .964 80 .046
80 .026 80 .099
GR
80 .169
80 .626
92
80 .836
5
P
75 .268 74 .767 74.458 .597 74 74 .470
74 .205
73 .773 73 .823
Z radier =
75 75.258 .251
74 .378 74 .241 74 .268
73 .804
73 .732
F
75 75 .089 75 .103 74 .003 .994 75 .093 75 .011 75 .021 7575 .005 75 .007 .006 75 .011 75 .020 75 .013
73 .993 .951 7473 .097
74 .201 74 .053 74 .078
73 .875
73 .658 73 .593 73.621 .612 73 73 .789
G'
74 74 .993.992
73 .915
73 .884
79 .884 79 .873 79 .971
80 .018 80 .058
-24 .1880 .284 80 .320
80 .334
80 .418
15
80 .545 82 .715
8280 .691 .704
80 .894
18
78 .582
78 .489
78 .865
-8.2979 .162 79 81.128 .745
80 .640
80 .581
79 .208
T
-12 .61-
79 .764
86 .430
80 .111
80 .171 80 .257
79
-5 .58-
80 .392
80 .594 82 .700
80 .826
81 .086
78 .492
78 .975
32
79 .148
80 .746
79 .178
79 .777
79 .756
7
80 .718
80 .275
80 .348 80 .340
95
-5 .43-
93
-5 .38-
90
.70-
79 .015
79 .185
79 .098
79 .721
79 .672
79 .880
48 79 .959
80 .417
80 .409
80 .360
94 80 .680
80 .935
19
80 .245
-26
78 .820
30
78 .903 79 .173 79 .002
78 .844 78 .966
78 .949 78 .956
79 .332
79 .372
79 .378 79 .372
79 .575
79 .768
7979 .790 .802
79 .773
80 .182 80 .236
80 .219
80 .270
80 .398
80 .433
80 80 .699 80.703 .703
± 1%
.15
22,8
G X= 230517 .358 Y= 144542 .093 Z=
74 .026 73 .889
73 .625
71 .513
- R=888
78 .785
78 .772 78 .926
78 .969
78 .931 78 .854
78 .997
36 35 79 .282
79 .320
51
80 80.740 .740
80 .546
80 .721
80 .523
80 .802
80 .731
.150
81,00
84,70
78 .755 78 .887
79 .073
79 .072
.65-
79 79.112 .298
79 .136 79 .296
79 .470
79 .549
79 .652
PB
79 .946
80 .158 80 .094 79 .908
80 .161 79 .982
16Rue des Trois Mêlées
80 .487
80 .608
.13
arc=3 .99
RT
73 .760 73 .920
73 .885 73 .742 73 .756
CV 17
GARE JEMEPPE-SURMEUSE
79 .405
50
49
79 .723
.823 7979 .691 79 .737
79 .915 79 .889 79 .93179 .949 80 .116
79 .898 79 .908 79 .872
R=1
VE
73 .719 73 .583 73 .590
T
83.711
82.091
Coordonnees trappillon [m]
73 .242
- R=888
91
arc=29
104
C
B
Z radier =
.44
101
82,60
78.180
77.500
T
CV 11 Coordonnees trappillon [m] X= 230287 .835 Y= 144527 .768 Z=
78 .888
78 .772
78 .988
78 .958
79 .093
-18 79 .150 79 .194 79 .106
79 .266
79 .312 79 .297 79 .429
79 .762
r
E Z radier =
Longeur
T
B
T 75 .194 75 .208 75 75 .122.133
75 .117
4
78 .800 78 .867
78 .868
79 .055 78 .928
79 .141
79 .251
7979 .546 .685 T 79 .588 C 79 .738 79 .738
79 .696
80 .079
80 .146
80 .059 80 .071 80 .047 79 .875
79 .728
80 .403
78.143
75.153
T
B
N
75 .272
T
75 .050
ble
AX
arc=29
T
B
T
B
B
70 .398 70 .575
82 .414
Longeur
Z radier =
B
T
V
PB 74 .387 T 74 74 .390 .395 74 .595 74 74.527 .535
8080 .714 .593 80 .582
80 .802
80 80.954 .954
81 .029 .028
81.256 .256 81
81 .498
82 .092
Coordonnees trappillon [m] X= 230675 .423 Y= 144537 .62 Z=
X= 230640 .003 Y= 144536 .708 Z= 86.364
85.474
B
N
P
N
73 .556 73 .418
GR
81 .498 81 .633 81 .847
82 .048
82 .546 82 .616
CV 28
CV 25 Coordonnees trappillon [m]
CV 16
Coordonnees trappillon [m]
Z radier =
Passarelle future
T
T
74 .616
74 .558 74 .502 74 .487
T
74 .833
74 .748 74 .593 74 .610
74 .308
37
78 .877
78 .995 78 .842 78 .795
79 .186
79 .219 79 .031 79 .010 79 .071
79 .276
79 .091
79 .689
79 .837 79 .81579 .855 80 .010
80 .043
7979 .823 .978
79 .842
79 .721
79 .708
7878 .709 .739
79 .4637979 .438 .584
79 .732 7979 .870 .692
79 .973
80 .115
N
79 79.793 .802 79 79 .693.681 79 .691
79 .694
79 .673
79 .962
80 .676
80 .963 80 .963
81 .554
82 .056
82 .536
80,20
85.710
83.860
X= 230500 .037 Y= 144537 .028 Z=
B
74 .298
74 .644
73 .437
81 .436
81 .363 81 .376
81 .927 82 .213
X= 230383 .932 Y= 144534 .254 Z= Z radier =
74 .105 74 .381
74 .462 74 .326 74 .325
80 .673
Mêlées Rue des Trois
81 .136 81 .335 81 .552 81 .723
82 .002
82 .270
82 .270
82 .263
Coordonnees trappillon [m]
83.637
74 .304
73 .977
73 .786
80 .793 80 .633
81 .506
81 .975
82 .191
82 .328
78.182
77.332 82 .523
Z radier =
73 .814
.730 7373 .640 73 .639
73 .643
74 .096
74 .186 74 .047 74 .050
79 .161
79 .466
7979 .784 .618
79 .892
79 .890
79 .731
T
79 .639
79 .642 79 .582
78 .646
78 .527
79 .551
79 .560 79 .597
79 .746
79 .679 79 .694
79 .741 79 .674 79 .713
79 .173
79 .156
79 .333 79 .244
79 .410
79 .391
79 .758 79 .613 79 .644 79 .61579 79.617 .773
79 .668 79 .586
79 .756 .797 79 79 .765
79 .149
79 .262 79 .407
79 .294
79 .210
79 .234
79 .503 79 79 .513 .297
79 .405
79 .736
79 .613 79 .522 79 .573
79 .644
79 .813
79 .814 79 .799
79 .878
79 .918
80 .240
80 .306
Longeu
Z radier =
CV 13
85.417
73 .049
73 .652 .648 7373 .781
74 .037
73 .441 73 .400 73 .556 73 .610 73 .577 73 .727
70 .812
81 .905
80 .871
CV Non ouvrable
CV 29 Coordonnees trappillon [m] X= 230675 .229 Y= 144538 .577 Z=
T
X= 230357 .983 Y= 144534 .047 Z=
7272 .804 .916 72 .789
72 .794
72 .763 7272 .910 .777
73 .645
73 .939 73 .814 73 .821
73 .653
73 .305
80 .819 80 .719
81 .177 81 .973
82 .058
81,00 78,20
B
CV 12 Coordonnees trappillon [m]
73 .012
72 .552
73 .875 73 .733 73 .744
80 .779
80 .928
82 .046
82 .099
82 .364
B T
.739 7171 .751
72 .319
72 .188
73 .911
73 73 .736 .651 73 .693 73 .731
73 .733 73 .584 73 .585
73 .430
73 .275 73 .434
80 .885 80 .831 80 .761
81 .087 81 .432
82.910
81.530
71 .679
71 .657
T
71 .692 71 .827
73 .541
73 .721
80 .905
80 .925 82 .076
82 .139
Z radier = 71 71.242 .260 71 .256
71 .419 71 .310 71 .303
71 .313
71 71.397 .540
P
K 71 .443 71 .445 71.459 .452 71 B
71 .653
71 .926 71 .927 71 .928 72 .059
72 .858
T
GR
81 .999 81 .999
82 .121 82 .186
X= 230206 .566 Y= 144539 .031 Z=
71 .077 71 .069
71 .229
71 .310
71 .260 71 .291 71 .288 71 .291 71 .400 71 .218
71 .619
P K
B
73 .148 73 .314
79 .032 79 .936
58
0
.38
81 .690 81 .690 82 .360
Coordonnees trappillon [m]
70 .873 70 .888 70 .880
70.602 .708 70 70 .599 70 .461
70 .588 70 .478 70 .463
71 71.108 .020 71 .012
72 .119 72 .128 72 .264
73 .387
73 .179
73 .055 73 .037 73 .152
79 .523
79 .524 79 .365
7979 .679 .536 79 .563
79 .903
79 .862
79 .878
80 .012 79 .849
79 .827 79 .821
79 .89579 79 .892
80 .068
80 .062
80 .090
80 .156
79 .539
78 .777
78 .665
78 .506
N
78 .695
79 .459 79 .484
79 .591
82 79 .227 .667
79 .713 79 .884 82 .276 79 79.840 .829
.955
80 .025
80 .168 83 .367 83 .379 80 .088 86 .821
80 .345
80 .020
80 .102 80 .021
80 .136 80 .201
80 80.386 .260 80 .248
80 .412 80 .445 80 .319
80 .423
.97
59
79 .443
79 .342
79 .143 79 .167 79 .164
79 .197
79 .215
79 .250
79 .291
79 .219 79 .371
PB
79 .415
79 .444
79 .518
79 .455 79 .471 79 .440 79 .816 79 .601
79 .650
79 .683 82 .567
88 86 .986 80 .237
80 .317
80 .481
84 .239 80 .322 .303 80 .412 80 .301 87
80 .435
80 .585
80 .486
79 .489 7979 .480 .656
79 .661
PB
80 .483
84 .986 87 .307 80 .420
80 .657 80 .481 80 .461
GR
80 .799
18,2
R=48 .68 -
CV 8
70 .793
70 .022
71 71.534 .421 71 .424
T
73 .167
72 .786 72 .965
+/- 6,00 varia
B T
70 .636 70 .705
71 .131
71 .972
72 .772
B
73 .574 73 .437 73 .437
73 .419 73 .2
73 .023
72 .945
72 .794
V
80 .820
arc=4 R=22
79 .350
79 .475
79 .463 79 .360
79 .306
.19-
-17
7979 .467 .336 79 .346
61
79 .502 79 .384 79 .517
79 .413
79 .353 79 .503 79 .522 79 .513
79 .507 79 79 .416.452
10 10
14 14
E
70 .029
71 .524
71 .991 71 .876 71 .869
72 72.416 .280 72 .288
73 .431 73 .419
72 .789
P
80 .542
82 .581 82 80 84 80 80 .584 .787 .184 .777 .635 80 .790
80 80 .800 .800
.157 8184 .564 80 .894 80 .858
80 .900
88 80.670 .011 .582
80 .551
84 .186 88 80 .657 .594 81 .012
83 84.216 .065 80 .956 80 .942
81 .256
.22-
-10 7979 .377 .506 79 .398
79 .380 79 .382 79 .501
79 .452 79 .292 79 .289
79 .228 79 .443 79 .246 79 .242 7979 .445 .246 79 .440 79 .240 79 .428 79 .246
79 .451 79 .268
-5.49-
79 .488 .487 79 .492 79 .493
79 .356
PB
79 .447
79 .656
80 .954 80 .954
81 .066
81 .113 81 .113
81 .376 81 .376
Longeur
7979 .456 .595 79 .463 79 .635 79 .580 79 .464
79 .398 7979 .512 .379
79 .526
60 79 .519 79 .518 79 .469
79 .343
79 .410 79 79 .331.360
79 .436
Limite d'intervention
82,00
71 .979
72 .398
22
86 .990
Entrée de garages
82.736
76.726
77,40 T
.14-
78 .647
78 .735
-5 .07-
78 .776
79 .828
79 .599 79 .48579 .468
79 .451 79 .444 79 .652 79 .575
79 .530
79 .394 79 .543
Z radier = T
B
79 .464 78 .884
-43
78 .602
78 .562
78 .584 78 .694
78 .797
79 .509 79 .302
79 .321
.431 7979 .284 79 .292
79 .335 79 .349
Pylone
X= 230786 .252 Y= 144564 .351 Z=
B
81.264
-10 .78-
63
80 79 .977 .447 81 79 .105 .575
79 .596
79 .222
79 .207
79 .275
79 .277
79 .323 79 .232 79 .283 79 .304
T
T
83.034
79 .302 79 .282 79 .294 7979 .290 .439
79 .351
8787 .464 .111
CV 33
B
Coordonnees trappillon [m]
Z radier =
Bornes amovibles
87 .481
77,60 B
Coordonnees trappillon [m] X= 230217 .263 Y= 144539 .439 Z=
.945 6969 .948 70 .064
79 .231
7979 .272 .178 79 .246
84,00 83.052
80.802
CV 9
69 .902
69 .820 69 .721 69 .735
69 .684
69 .923 69 .843 69.967 .839 69
79 .564
79 .590 79 .086 79.053 .038 79
79 .266 79 .090 79 .126
79 .127 79 .032 79 .089
79 .237 86 .884 84 79 .437 .260 .241
Z radier =
68 .921 68.040 .956 69
81 .570
79 .546
78 .527
78 .408
T
78 .604 78 .913 78 .750
7979 .490 .628 79 .498
78 .951
7878 .950 .862 78 .906
79 .054
79 .195
78.113
CV 10 Coordonnees trappillon [m] X= 230220 .572 Y= 144542 .885 Z=
P
K 68 .783 68 .814 68 .792 68 .811 68 .845
69 .148 69 .115
79 .475
80 .456 79 .986
arc=16
Z radier = 68 .896
PI
68 .842
69 .087
79 .055 79 .087
78 .952
78 .579
Mol
79 .532
79 .492 79 79.628 .463
78 .866
78.846 .986 78 78 .890
78 78 .859.762 78 .815
78 .892
79 .410 79 .424
79.763
79 .252
68.721 .730 68 68 .757 68 .747
68 .476
68 .695 68 .696
68 .639 68 .617
68 .713
68 .922
78 .953 78 .335
78 .309
78 .462
78 .500
78 78.533 .533 78 .551
.3178 .619
38
78 .952
C
78 .975
78 .938
78 .981
78 .662
79 .484
8678 .819 .930
78 .966
X= 230513 .077 Y= 144566 .621 Z=
86 79 79.100 .792 .098
108
68 .569
6868 .481 .573
68 .084 68 .098
78 .893
.51-
78 .219 78 .384
78 .319 78 .442
78 .533
78 .608
-19 78 .607
78 .641
78 .677 T
78 .944 78 .971 78 .995 79 .128
GARE ROUTIÈRE
81 .524
-31 78 .361
78 .257
78 .288 78 .258 78 .252 78 .399
39
78 .336
78 .500 78 .387 78 .426
78 .463 78 .494
78 .612
78 .495 78 .552
78 .535 78 .594
78 .749
78 .931 78 .940
79 .928
79 .975
57
-1 .20-
79 .496 7979 .646 .501
-17 .90-
12
78 .858
78 .852
7878 .665 .789 78 .730
86 .518 78 .914
78 .997
106
Coordonnees trappillon [m]
68 .527
68 .020 68 .003 68 .094 B T 68 .055
68 .375
Pui 78 .397
78 .462
78 .565
78 .518
79 .028
79 .985
79 .973
78 .639 78 .787
79 .632
79 .560
.722 7878 .730 .554 78 .6127878 .682
7878 .742 .638 78 .685
81.900
76.500
106
67 .965
68 .138 68 .292
GR
Rue
78 .623
78 .664
78 .562
79 .952
64 79 .689
78 .605
78 .644
Longeur
Z radier =
CV 18
68 .384
67 .781
D
11
78 .638
78 .584
7878 .603 .505 78 .553
78 .645
Coordonnees trappillon [m] X= 230615 .58 Y= 144571 .853 Z=
67 .571
Mari
Puit
78 .563
78 .793 78 .623
9
Longeur arc=10 .98 R=22 79 .845
79 .475 79 .610
T
78 .602 78 .585
86 .496 78 .625 .634
78 .746
104104
CV 24
B
67 .744
67 .571
Rue e
78 .480
78 .467 78 .687 78 .520 78 .917
78 .873
82 .726 83 .223
79 .930
-1 .83- -0 .55-5 .15-
79 .543
62
7878 .452 .548 78 .509
79,00 67 .528 .533
67 .739 67 .630 67 .635
67 .456 .460 6767 .529
78 .410
10
76
-2 .54-
-6 .38-
7878 .396 .402
78 .350
78 .429
-2 .95-
-4 .73-
7979 .587 .725 79 .600
78 .525 78 .389
78 .595 78 .467
78 .685
79 .685 79 .827
79 .626 79 .741 79 .597
67 180 179 -5 .44-
79 .647
78 .173 78 .310
78 .430
78 .643 78 .686
83 .673 83 .208
79 .975
79 .997
79 .700
79 .653 79 .649 79 .788
79 .651 79 .631
66
7979 .693 .55079 .549
79 .579
78 .458
78 .291 78 .395 78 .335
88 .002 78 86.433 .614
78 .621
102102
78 .089
T
67 .181
67 .448
67 .460
83 .705
7979 .825 .964
78 .775
79 .680
7979 .715 .573 79 .582
79 .704
78 .319
78 .188
rie
82 .726
79 .968
75
79 .804
77
-7 .00-
-0 .67-
78 .014
de la Glacière Rue Rue de la Glacière
-13 .33-
81.075
B
.25
arc=4 Longeur R=7
-10 .64-
79 .574
78 .313
78 .263
t Ma
79 .963 79 .965
79 .789 79 .936
79 .780
79 .739
79 .641
178 -0 .7973 72
79 .848
71
9
78 .349
78 .239
65 78 .284 78 .217 78 .186
C
.68
79 .794 79 .643
-4.9379 .631
78 .099 78 .030 77 .995
78 .281
78 .443
Rue
arc=7
Z radier =
9
79 .732
79 .842 79 .692 79 .702
79 .656
70
78 .186
78 .215
100
84.365
79 .795
79 .887 79 .742
79 .690
78 .039
R=10
77 .942
78 .140 78 .047 78 .097
86 .187 .557 78 87 .995
CV 23 Coordonnees trappillon [m] X= 230616 .034 Y= 144586 .325 Z=
78 .441 78 .293 78 .324
79 .644
77 .914
78 .014
78 .242
74.152
78 .629
79 .761
77 .809
77 .842
77 .957
98
81.562 78 .214
Z radier =
-7.23-
79 .778
78 .170
77 .830 77 .740 77 .748 77 .712
77 .973 87 77.862 .982 86 .357
96
96
CV 22 Coordonnees trappillon [m] X= 230587 .875 Y= 144593 .291 Z=
79 .800
78 .099 77 .790
77 .746
7777 .781 .673 77 .712
78 .102
77.876
76.916
ENTRÉE DE LA VILLE
78 .691
78 .083 78 .230
-3.11-
78 78.352 .212 77 .915
77 .515 7777 .572 .473
87 77 77 .889 .735 .741
Z radier =
-7.42-
77 .415 77 .397 77 .481
8777 .317 .574 77 .570
87 .328
Coordonnees trappillon [m] X= 230566 .918 Y= 144599 .21 Z= 80.042
72.392
-1 .46-
77 .464
9494
CV 21
Z radier =
Ruine
77 .357
77 .371
87 .307
92
5 21,6
Rue du Dépot
78.091
76.551
-2.07-
Z radier =
77 .943
78 .138 77 .393
Coordonnees trappillon [m] X= 230564 .023 Y= 144608 .493 Z=
CV 19 Coordonnees trappillon [m] X= 230548 .827 Y= 144594 .667 Z=
Axes structurants et affirmation du potentiel
80 .570
80 .554
80 .841 80 .633 80 80 .605.816 80 .608
80 .594
80 .581 80 .627
80 .770 80 .860
80 .709 80 .838
80 .733 80 .713
80 .654
80 .644 80 .674 80 .637
80 .579
80 .870
80 .761
80 .718
80 .686 80 .649
81 .606
GR
Longeur arc=9 .72 - R=911 .85
113
81.494
79 .306 79.357 .306 7979 .386
Longeur
88,00
79 .703 7979 .702 .731 79 .564 79 .100 7979 .223 .106
112
79 .317
.85 - R=911 arc=111 .82
CV 31 Coordonnees trappillon [m] X= 230667 .622 Y= 144491 .929 Z= Z radier =
78.044
Longeur
77.334
arc=51
.17 - R=24
.00
79 .406
108
Longeur arc=93 .78 - R=911 .85 T C
79 .669
B T
P K
Longeur arc=51 .17 - R=24 .00
m
Q
BOULEVARD - SERESIAN VALLEY
mm
DIAGNOSTIC - MARINA JEMEPPE
PROJECT
ROLE
m
Il s’avère nécessaire de structurer les deux fronts du projet en Il est nécessaire de souligner l’importance d’un aménagement accord avec les qualités de cet espace de transition et de créer paysager de ce front fortement verdurisé qui puisse contribuer BLOCK STRATEG les conditions pour qu’il puisse jouer URBAN un rôle de charnière entre à protégerES le développement immobilier des nuisances sonores les différentes facettes du territoire. de la route.
Aménager des parcours urbains de qualité Légende
PRO ECT
Périmètre d'expropriation Gare / Place existante Commerce/ HORECA existant
Part of a global development plan, a mobility plan and a green zone
P o ect phase
development plan, the urban Boulevard, facilitates mobility from
Bou eva d n Vecto wo ks a new softwa e des gn too fo me when
east to west in the Seresian valley and the communication between
edes gned the extens ve schemat c phase of the 10m
25m
Pen hou e L’entrée du site depuis la N617 devra renforcer l’effet d’entrée transition entre le tissu industriel et urbain. A cet effet nous proposons le réaménagement des quais Apa men qui Nethe longent le site de l’autre côté de la N617. La réaffectation de la voie the c eat o of theRelation ma àna wà structurer/perméabiliser g ve d ect access to the ands ceux-ci en quais d’amarrage pour bateaux de plus grande taille, Espace public structurant potentiel voire de la navette fluviale Liégeoise, supportée par la volonté Ge many and F ance and beyond to the No th Cente and South of et services complémentaires d’installer infrastructures Apaà l’actimen Quai d'ammarage de bateaux de croisière potentiel vité portuaire dans le site, amènera à l'accentuation de cet effet Eu ope Rehab tat ng th s ndust a a ea b ng ng new fe wo k and de porte en cadrant ce passage au fil de la N617 mais également Vitrine ville à valoriser et structurer du point de vue de la mobilité fluviale. Se e
Jemeppe s a so pa t of the 800 hecta es maste p an de deve ville et opment marquer la Connexion existante
50m
sta ted wo k ng at JNC p epa e a sect ons of the Bou eva d to
different neighborhoods. A new urban dynamic will be generated,
coo d nate the wo k w th the engenee ng company nvo ved n the
along the districts crossed, by the creation of economic activities,
p o ect
Entrée de ville à aménager et valoriser ente ta nment and tou sm to th s dese ted ndust a po t a ea
offices, housing, green spaces and living areas.
Le front du projet sur la rue Nihar est la continuité naturelle de l’axe créé par la rue de la station. Il se croise avec la rue Wettinck, autre axe commercial. Ce front devra être aménagé de façon à accueillir les flux qui se croisent et à confirmer le caractère commercial et d'animation urbaine du tissu dans lequel il s’insère. Un grand espace public pourrait se trouver au croisement des rues et ainsi continuer la séquence formée par la place des Quatre Grands et la gare routière. Une telle approche permet la création d’une porte d’entrée sur le site de la darse, ainsi que d'une percée visuelle focalisant sur le port de plaisance qui contribue à la perméabilité de la trame urbaine.
Comme e Re au an JNC International • Seraing • Port de Plaisance de Jemeppe • Analyse, Enjeux et Scénarii •23/06/2020 • 49/72
CHALLENGE
H br d Bu
d ng
Sys em
CHALLENGE To make th s p o ect happen we need to conv nce the comm ss on that Having to coordenated the Boulevard PROF L F F access with the Master Plan,
t wou d mpo tant to att act nvesto s to p omote the equa ficat on
where there were residential blocs and commercial and service
of th s ndust a po t The COV D 19 ockdown mposs b tate the v s t
buildings, taking in consideration the topography. Besides all the
and nte v ew w th nhab tants n the ocat on
PROFIL F-F
existing water and sewage were planned to be reused, therefore
ROLE
roundabouts, sidewalk, parking and treepits could not be on the way of the service points.
p LIMITE DE LOT
pub public m
m
é
Ana yses phase to study and map the a ea ana yse the c cu at on t affic of peop e ca s and boats pa k ng pub c t anspo tat on
privé
tou sm
Poros
em p
ae
y
ve Meuse bes des egu at ons and secto s p an P epa e
the feas b ty stud es fo the t ansfo mat on of the dese ted a ea go
mât d'éclairage h. de feu: 8 m
unde t ansfo mat on Be e a qua
M croc
and n u a on n bu d ng
ma e
m
T1 2%
%
T2 2%
TROTTOIR/ PISTE CYCLABLE
STATIONNEMENT
3
2,5
T2 T3 NOUES
4,2
2% VOIRIE
4,25
0,9
0,6
PISTE CYCLABLE SUGGÉRÉE
ng + ee
Bu e
Pa
Ca
an Pede
B e
an Pede
B e
ng + ee
2%
2% TROTTOIR/ PISTE CYCLABLE
STATIONNEMENT
2,5
3
23,7
TYPICAL SECTION
Pa
T1
%
T3
4,25
Bu e
% %
2% VOIRIE
%
Ca
%
Bu e
Niv. exist: +/- 83,90
Niv. : +/-83,10
Ca
N
ng + ee
bordure ciselée de 35 x 20 cm
Pa
N
bordure de 20 x 10 cm
Bloc en béton 100 x 20 x 50 cm
- bande de contrebutage en béton (100 x 25 x 17cm) - fondation en béton maigre
m
an
m
bordure de 20 x 10 cm
m
m
B e
m
Pede
INDUSTRIAL ZONE, RESIDENTIAL FOREST, MARINA - URBAN PROJECTS
é
LIMITE DE LOT
p privé
G ound floo
ATMOSPHERE
m
0
0.5
1
2m
CONFORTABLE AND SAFE CIRCULATIONS
S
ree
Tree P an a
on
n d d ub n A qu on n u n o d d n po u d po du po n d
49.50
50.50
50.00
51.00
11 %
25
5
50 m
42.27
40.85
RD
RD
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 14/34
3
Pente 16%
de Huy
42.27
r eu re 1è de res Arb •
res
44.76
43.67
B B
Vé Ha gé t a u te tio ur n b • 4 -5 as s Arb m e: 3è res me de g r a 2è m nd eu e et r
nd gr a
eu
nd
gr a
re 1è
50 m
de
25
•
•
5
50 m
+/-43.45
+/-41.80
0
5
25
0
5
25
50 m
50 m
47.10
47.00
46.50 46.00
45.00
44.28
44.78
44.72 43.76
25
5
0
44.20
43.69
50 m
44.76
42.97 43.67
41.61 42.27
+/-42.10
+/-42.80
+/-43.45
+/-41.80
0
5
25
50 m
» Contexte bâti
» Vues
A . E S Q U I S S E D ’A M É N A G E M E N T (5)
• 18/02/2020 • 14/34
A 50 m
25
5
0
AG 48.47
48.33
25
5
25
50 m
50 m 48.47
25
5
5
48.68
48.68
44.28
48.33
50 m
44.78
44.20
42.77
44.76
42.97
43.67
42.36
0
5
25
50 m
0
45.50
45.00
NO43.67 RD
25
5
50 m
B
44.78
44.28
44.72
44.20
44.76
» Vues
0
5
25
50 m
0
5
25
50 m
ÉN
• 18/02/2020 • 14/34
25
5
50 m
NO
RD
0
0
5
25
5
25
50 m
B B
50 m
A A
RD
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 26/34 JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 26/34
50 m
4 2 /3
VEGETATION
SECTIONS
020 8/0
RD
2 /2
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020• 19/34
A
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 26/34
mb
•2
er g
2 /3
4
Bt
4, B
-11 8
0B
rux
elle
s•
Bo
is s
on
et
•1
B
020 2 /2
e, 9
is s
93
on
et
Ch
•1
au s
8/0
sée
A
d ’A
ACCESS
SITE PLAN •2
25
NO
NO
SCENARIOS
r
r
3è
et
me
2è
de
res Pente 16%
0
Arb
41.06
40.77
44.78
44.20
43.69
A A
lse
CONSTRUCTED
5
Pente 16%
eu
nd
gr a me
» Vues
50 m 25 JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 14/34
5
• E SQ UI SS E
0
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 18/34
Bo
VEGETATION
rux 0B -11 8 ,B
•T
he
Glo
be
elle
V il
SCHEMES
s•
lag
CONSTRUCTED
nal
INDUSTRIAL ZONE, RESIDENTIAL FOREST, MARINA - URBAN PROJECTS
45.90
» Scénario III Les coulisses végétales
50 m
44.72
43.76
43.69
42.27
D’
NO NO
e +/-41 .80
25
46.00
41.61
46.88
AM
0
43.67
41.61
40.77
Bas toitur
Pente 12%
m -5 r4
teu
:H
Pente 12%
Pente 16%
Arb Pente 12%
•
fossé
Chaussée
50 m
•
Pente 12%
sse
ba
on ati gé t
Vé
50.50
50.00
49.50
T
EN
au
50.50
50.00
51.00
49.50
Pente 12%
51.00
11 %
So
nte
50.50
50.00
49.50
50.00
50.50
51.00 49.50
50.50
50.00
51.00
%
11
nte Pe
leil
Pe
Hiv er So leil l'è te
Pente 16%
Pe nte
Constructed
EM
Pente 12%
Pe nte
Vegetation 49.50
50.50
50.00
51.00
11 %
te l'è
le i
Pente 16%
50.50
51.00
11 %
er
•
Hiv
er Hiv
So
50.50
51.00
49.50
50.50
50.00
51.00
Hiv er
l'è te
leil
So
te l'è eil 50.50
51.00
11 %
Pe nte 49.50
l l'
49.50 49.50
50.00
50.50
51.00
r
ète
49.50
50.00
50.50
51.00
ète
Pe
51.00
50.50
50.00
49.50 50.50
50.00
51.00
49.50 49.50
49.50
50.00
50.50
51.00
Hiv er
Sol
Orientation N-E
50.00
So lei
50.00
te l'è leil
So
er
l l'
Hiv e
lei
Views
e l'è t lei l
So
So
Site inclination 9-16%
50.00
Hiv er r Hiv e
Hiv 49.50
50.50
50.00
51.00
l l'è te
So lei l'è te
leil
So
er Hiv er
l l' è te
• 49.50
50.50
50.00
51.00 50.50
50.00
51.00
49.50
49.50
50.00
50.50
51.00
50.50
51.00
Hiv 49.50
50.00
50.50
+/-43.84
49.00
0
0
45.00
RD
iche +/-42 .10 Faîte +/-42 .80
5
NO
44.76
0
+/-43 .45
0
Faîte
50
0
40.85
Faîte +/-45.90
Corniche
51.00
Faîte Faîte Bas toiture
+/-42.30
49.50
+/-42.10
+/-42.80
Faîte +/-43.30
Corniche
50.00
+/-51.20
+/-42.30
Faîte +/-43.30
Corniche
50.50
Faîte
+/-43.45
+/-41.80
40.85
+/-42.30
+/-43.84
Faîte
+/-42.30
51.00
nte
res Arb
de res
Arb •
49.50
50.00
51.00
49.50
de
re
1è
de
res
Arb •
Vé Ha gé t a u te tio ur n b • 4 -5 as Arb m 3è res me de g r a 2è m nd eu r
1è
gr a
m 2è
on ati
gé t
Vé •
Corniche
Faîte
Bas toiture
Faîte +/-43.30
+/-42.10
+/-42.80
Corniche
Faîte Faîte Bas toiture
43.15
42.97
Faîte +/-45.90
Corniche
Pente 13%
du Piroi
Faîte +/-43.30
Corniche
+/-43.84
Faîte +/-45.90
Corniche
ète
+/-47.50
+/-42.30
Faîte
Faîte +/-43.30
+/-51.20
48.47
Corniche
+/-43.84
Faîte
9% Pente
43.00
Chemin
Pente 9%
43.50
48.68
+/-43.50
Faîte +/-45.90
Piroi
47.50
+/-47.50
Pente 13%
du Chemin
48.00
49.00
48.33
47.17
de Huy
40.06
+/-43.65
+/-40.85
Faîte
Corniche
9%
43.00
48.50
Pente 13%
+/-42.30
Faîte +/-43.30
Corniche
l l'
+/-51.20
Pente 9%
Pente
43.50
49.00
49.09
48.00
47.50
Pente 13%
Faîte
0
47.5
53.00
54.00
43.15
9%
Piroi
48.00
52.50
52.00
51.50
42.77
39.46
39.44 39.27
Corniche Corniche
45.50
43.35
42.96 42.28
Pente
in du Chem
48.50
+/-42.30
+/-43.30
42.36
43.00
53.00
54.00
49.00
Faîte
Corniche
42.33
42.07
Pente 9%
43.50
+/-42.30
+/-43.30
52.50
52.00
51.50
Pente 13%
43.52
42.09
42.03
42.12
47.50
Faîte
Corniche
+/-43.84
+/-45.90
Corniche
Faîte
9% Pente
Pente 9%
9%
53.00
54.00
er
48.00
Pente 13%
+/-51.20
+/-43.84
Pente 9%
Pente
52.50
+/-51.20
+/-43.84
Faîte
Faîte +/-45.90
Corniche
lei
48.50
9%
Faîte
+/-42.30
Faîte +/-43.30
Corniche
Faîte +/-45.90
Corniche
53.00
54.00
+/-51.20
+/-43.84
Faîte
Faîte +/-45.90
Corniche
Hiv
54.00
53.00
49.00
Pente
Pente 9%
i du Piro
43.00
+/-43.84
+/-45.90
Corniche
Faîte
52.50
43.00
So
52.50
52.00
51.50
53.00
54.00
52.50
Chemin
43.50
+/-51.20
+/-42.30
+/-43.30
45.25
44.53
44.23
43.29
42.69
44.76
45.50
45.25
43.69
42.97
42.77
43.00
0
Faîte
Faîte
+/-47.50
Faîte
44.28
44.72
43.76
42.77
51.23
49.00
49.09
46.00
46.88
44.53
43.15
43.76
43.35 43.15
42.96 42.28
52.00
43.50
54.00
53.00
47.5
i
Corniche
Corniche
+/-43.65
Faîte
46.79
46.88
46.23
44.98
43.71
41.97
44.78
44.20
43.69
43.67
fossé
41.06
ée de Huy
40.77
43.15
42.97
40.06
39.44
+/-43.50
41.29
fossé
42.71
42.50
41.65
41.82
41.57 41.00 40.80
Chauss
42.77
42.36
42.27
49.74
49.50 49.74
49.50
48.96
47.10
47.00
46.50
42.33
42.07
51.50
48.00
52.50
48.00
43.00
+/-42.30
Faîte +/-43.30
Corniche
+/-42.30
Faîte +/-43.30
Corniche
43.50
42.12
48.50
52.00
48.50
43.50
90
+/-43.84
+/-45.90
43.00
44.20
42.97
42.36
Faîte +/-45.
Corniche
43.50
44.72
43.76 43.69
43.15
Faîte
+/-51.20
Corn
65
+/-47.
he +/-42.3
Faîte
4 he +/-43.8
Faîte
44.78
44.28
Faîte +/-43.3
Cornic
50
+/-43.
0
RD
40.06
39.44 39.27
he +/-43.
Cornic
85
47.5
NO
48.47 48.33
45.50 45.00
41.88 40.60 40.50
39.27
Faîte
43.00
42.08
41.81
43.00 42.71
+/-43.50
48.68 48.47
45.00
43.35
42.96 42.28
52.50
49.74
44.28 44.72
43.35
42.96 42.28
42.33
42.07
45.00
43.76
43.52
42.09
42.03
42.12
39.63
38.90
+/-40.85
44.00
42.96
42.00
42.82 42.99
40.22
25
40.06
Faîte
Corniche
+/-43.65
+/-40.85
49.00
47.10
46.00
45.50
45.25
43.52
42.36
49.74
49.50 49.09
48.33
47.17
47.00
46.50
46.88
44.53
44.23
42.09
42.33
42.07
52.00
49.50
39.63
39.30
38.90
38.76 38.50
39.46
38.90
Faîte
47.50
48.68
43.67
42.36
43.17
43.32
43.50
39.93
46.34
44.00
43.78
43.50
43.15
43.65
44.00
43.75
45.31
44.50
45.11
43.82
44.41 43.75
tant
39.46
39.44 39.27
Corniche Corniche
50.00 49.40 48.96
47.50
46.79
46.34
46.23
44.98
43.29
42.03 42.12
51.50
51.00
50.00 49.40 48.96
40.77
Chaussée
CHAUMONT-GISTOUX, BE | 2020
45.50
45.25
44.53
44.23
43.29
42.69
41.61
40.85
39.06
38.48
38.36
39.63
39.30
che +/-40.
48.00
40.22
48.00
49.74
49.00
39.45
39.06
du Piroi
42.77
48.50
48.47 48.33
44.78
44.76
fossé
41.06
48.50
42.33
42.07
48.68
44.20
43.35
42.96 42.28
49.00
42.12
44.53
43.52
53.00
42.09
42.03
41.97
+/-42.10
+/-42.80
+/-43.45
+/-41.80
54.00
41.29
Faîte Faîte
Bas toiture
52.5049.00
41.65
41.82
41.57
Corniche
+/-47.50
52.00
41.00 40.80 fossé
Faîte
43.29
51.50
40.50
+/-43.50
Chemin
41.88 40.60
Faîte
+/-43.84
41.81
43.00 42.71
44.23
+/-43.65
+/-40.85
Faîte +/-43.30
42.00
42.82 42.99
Corniche
42.69
49.00
44.28
44.72
43.69
44.53
43.52
+/-41.80
42.36
0
43.32
43.50
39.93
42.71
Faîte +/-45.90
43.75
Corniche
38.36
+/-42.30
39.44 39.27
38.20
42.50 42.08
+/-42.30
43.00
43.17
49.09
47.10
46.00
45.00
42.97
42.27
40.85
Faîte +/-43.30
42.96
43.15
43.65
44.00
43.15
44.50
exis
39.45
45.66
45.00
44.65
44.87
44.55
44.44
48.50
40.50
40.22
46.88
46.23
44.98
43.71
41.97
fossé
41.06
39.46
38.48
38.76
47.26
45.50
45.23
45.40
45.00
Mur
49.00
41.29
fossé
42.71
42.50
41.65
41.82
41.57
41.00
40.80
40.60
39.93
39.45
41.81
43.00
42.71
48.47
43.35
42.96 42.28
0
Bas toitur
46.00
41.61
46.88 45.25
Corniche
38.76 38.50
43.82
44.41
43.75
42.07
fossé
39.46 40.06
Corniche
40.22
41.29 41.06
40.77
46.23
39.63
39.30
38.90
0
39.45
39.06 38.67
38.48
he +/-42.3
38.45
42.07
+/-42.10
+/-42.80
+/-43.45
42.27
45.50
45.25
43.76
42.77
Faîte
46.79
46.34
43.52
42.09
42.03
47.10
44.23
43.29
46.50
4
44.98
43.71
38.83
38.68
fossé
47.17
47.00
46.50
46.88
44.53
49.50 49.74
49.50
48.96
47.50
46.79
RD
38.80
Corniche
2
+/-51.20
44.50
44.00
iche +/-42 .10 Faîte +/-42 .80
+/-43 .45
39.30
39.63
39.30
38.90
38.76 38.50
42.69
41.61
50.25
» Vues 45.11
44.19
38.67
39.06
5
38.67
38.48
43.71
41.97
fossé
50.50
46.00
46.15
44.27
38.83
+/-46.25
41.88 40.50 40.22
38.45
38.36
41.29
42.71
42.50
41.65
41.82 41.57
41.00 40.80
40.60
39.93
39.45
0
38.20
53.78
53.50 53.00 52.98
43.00
42.08
38.83
+/-46.25
54.00 53.71
52.67
50.50
48.50
44.00
42.96
42.00 41.81
43.00 42.71
45.31
44.50
44.00
43.78
43.50
43.82 43.17
42.82 42.99
45.66
45.00
45.11
43.15
43.32
43.50
51.23
50.25
49.00
48.00
47.26
45.50
45.23
44.65 44.87
43.65
44.00
43.75
nt
53.78
53.50
53.00 52.98
52.50
52.00
51.50
51.00
49.02 47.10
46.14
46.00
45.40
44.41 43.75
ista
25
54.00
53.71
52.67
47.35
47.00
46.50
45.11
54.04
52.63
50.61
49.02 47.10
46.14
46.57
42.88
39.68
38.45
Corniche
53.84
51.76
47.50
46.15
44.50
44.44
5
54.04
52.63
50.61
46.57
45.00
53.79
51.23
49.09
47.35
43.00
42.00
42.82
42.99
48.68
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 14/34
43.35
42.96 42.28
42.33
50.00
51.23
50.00 49.09
49.40
48.00
47.26
46.34
43.52
42.09
42.03
47.10
44.23
43.29
46.50
42.12
41.65
41.82 41.57
46.34
41.00 40.80
41.88 40.60 40.50
+/-46.25
41.81
43.00 42.71
00
42.69 41.97
46.23
44.98
47.
42.71
42.50
0
47.17
43.71
46.79
43.00
42.08
42.99
48.50
0
45.66
44.00
43.50
42.96
42.00
42.82
45.31
44.50
44.00
43.78
43.17
43.32
43.50
39.93
43.50 Corniche
49.00
47.5
45.00
RD
43.82 43.15
43.65
44.00
43.75
Faîte
44.55
43.78
45.11
45.11
44.41 43.75
44.00
44.65
44.44
44.50
44.44
44.50
45.40 44.87
44.65
44.87
44.55
45.50
45.23
NO
45.40
45.00
45.66 45.31
Faîte
50
Corniche Faîte
Bas toiture
42.09 42.33
44.76
41.65
fossé
45.25
44.23
+/-47.50
51.23
50.25
53.00 52.98 52.50
50.50 50.25
49.02
48.0
46.14
46.00
45.11 44.19
41.06
40.85
rg Bt 4, B-1180 Bruxelles • Boissonet
0
52.00
51.50
50.61
51.00
46.50
47.26
46.15 44.27
39.66
Corn
65
+/-47.
Faîte
43.29
00
42.69
41.97
46.23
44.98
47.
42.71
90
42.94
42.88
39.68
45.00
Faîte
+/-43.50
41.61
e +/-41 .80
he +/-43.8
42.24
45.50
Cornic 50
+/-43.
40.85
40.06
Faîte
41.65
40.77
0 40.50
46.23
40.22
39.63 39.46
39.44
+/-43.65
+/-40.85
42.03 42.12
41.29 41.06
40.77
fossé
41.29
+/-42.65
53.33
52.75
50.00
49.02
47.77
47.00
46.50
44.00
42.96
42.08
38.83
38.20
50 m
25
53.84
51.76
49.09
46.62 42.94
Mu
52.78
52.46
50.79
50.00
48.00
47.50
5
53.79
51.23
50.00
47.43
46.27
52.75
50.79
49.02
47.77
44.19
38.68
52.14
51.00
50.50
49.00
50.00 49.09
49.40
48.50
48.00
0
47.17
43.71
46.79
43.00
42.50
41.82 41.57
fossé
44.78
44.00
43.50
41.81
46.34
41.00 40.80
40.50
43.67
39.45
39.30
39.27
Corniche Corniche
42.69 41.97
Faîte +/-45.
52.67
49.40 48.96
0
47.10
NO
41.84
+/-42.65
40.60 +/-41.8
42.82
43.00
40.60
39.06
38.90
38.76
42.71
45.31
44.50
44.00
42.00
47.50
47.17
45.66
45.00
42.96
47.26
47.5
45.50
43.78
43.82
41.88
44.98
38.67
42.27
38.36
43.69 43.50 42.71
38.48
38.50
41.82
41.57
42.36
43.71 38.45
38.20
42.50
0
53.78
53.50
52.63
49.09
0
48.5
47.35
47.00
42.14
+/-45.20
Corn
41.81 41.00
fossé
42.07
38.83
38.68
43.00
49.00
0
45.23
44.65
43.17
0
51.23
51.23
50.50 50.25
49.02
48.0
46.14
46.00
45.11
43.32
53.33
50.00
48.00
44.27
38.80
52.00
51.50
49.50
48.50
47.43
43.17
43.32
43.50
49.74
49.00
47.10
46.00
50.00
51.50
50.61
48.96
0
47.10 44.76
46.50
44.87
44.2043.15
43.65
42.08
43.75
49.40
48.5
47.35
47.00 44.20
47.26 45.11
44.28
44.41
42.99
50.5
54.00 53.71
51.76
49.0 47.77
47.50 47.43
46.57
Faîte
39.27
he +/-43.
Faîte
Cornic
43.00
+/-45.20
45.23
42.82
he +/-42.1 0 Faîte +/-42.8 40.80 0
+/-45.20
52.68
52.50
48.53
48.15
46.62
43.78
43.50
43.82
43.15
43.65
44.00
43.75
41.88
38.67
45.11
44.41
43.75
nt
52.98
51.23
49.50 49.09
48.33
47.17
47.00
46.50
46.34
44.00
52.00
51.00
48.33
44.78
44.28 44.72
43.76 43.69
43.67
45.40
44.72
44.00
39.93
Faîte +/-43.3
53.84
43.50
Faîte
46.00
45.11
45.00
51.00
53.79
51.23
50.00 49.02
49.02
48.15
46.62
46.15
44.19
50.61 52.75
54.04
46.57
43.50
+/-46.25
42.96
53.00
49.35
48.52
44.65
44.50
ista
53.78
53.50 53.00 52.50
52.00
51.50
51.00
50.00 49.40 48.96
47.50
46.79
45.31
44.50
44.87
44.55
r ex
47.26
45.66
45.00
45.40
44.44
38.45
45.50
45.23
45.11
44.19
45.00
54.00 53.71
52.67
50.50
48.50
46.00
46.15 44.27
50.25
49.00
48.00
50.25
53.00 52.98
52.50
0
48.47 47.77
45.00
42.27
45.00
43.76 43.75
42.97
42.77
50.79
50.00
49.00
48.50
48.00
44.27
41.61 Corniche
42.96 42.28
42.33
48.00
47.50
45.50 45.25
42.97
42.77
42.36
46.00
45.50
44.50
43.35
52.67
49.09
43.35 43.15
42.96 42.28
42.33
46.00
46.88
44.53
43.52
42.09
42.03
42.07
46.15
44.53
44.55
44.44
53.33
52.46
51.00
50.50
49.50 48.53
47.10
48.52
46.27
41.88
44.00 38.80
fossé
41.29 41.06
43.82 40.85 43.17
54.03
50.72
49.43
48.10
46.27
54.04
52.63
50.61
49.02 47.10
46.14
0
53.78
53.50
52.63
49.0
52.78
52.46
51.00
50.50
49.00
42.88
39.68
52.82
51.66 51.07
49.38
44.53
53.84
51.76
49.09
47.35
47.00
46.50 46.57
50.5
54.00
53.71
50.00
48.33
46.50
47.10
44.23
0
46.50
42.12
47.10
47.00
46.79
46.34 46.23
44.98
47.43
43.29
42.69 41.97
41.61
46.88
45.00
51.00
54.04
48.68
48.68
40.85
40.06
Cornic
52.78
51.50
50.72
49.35
48.10
44.53
+/-43.84
51.66
49.43
47.35 0
43.42
41.65 43.78
41.82
41.57
40.77
45.90
42.24 42.94
47.50
46.62
Mu
53.79
51.23
50.00
» Vues
51.50
44.76
53.84
49.00
49.00
48.47
47.17
45.66
45.31
47.17
47.0
42.71
42.50
fossé
41.29 41.06
40.77
46.23
45.66
45.31 43.15
49.74
49.09
43.42
42.24
52.75
50.79
49.02
47.77
42.94
39.68
38.68
53.33
50.00
48.00
42.88
38.80
52.78
52.46
51.00
50.50
49.00
47.43
46.27
42.24
52.14
51.50
49.50
48.50
52.50
44.20
53.79
51.76
49.02
50.00
49.50
48.50
47.50
47.50 43.71
46.79
43.00
41.65
41.57
fossé
45.25
+/-42.10
+/-42.80
43.52
+/-41.80
48.96
48.00
44.50 44.00
43.50
42.00
46.57 41.82
41.81
46.34
41.00 40.80
41.88 40.60 40.50
Faîte
+/-43.45
42.09
42.03 42.12
47.43
47.00 46.50
43.42
41.84
42.14
52.00
48.15
43.42
41.84
52.68
52.50
48.52
52.00
44.78
44.28
43.67
52.75
49.74
49.50
49.09 49.02
49.40
48.50
53.00 52.98
48.47
47.10
44.72
43.76
53.33
52.46
51.23
50.50
49.00
52.67
48.33
47.17
45.00
43.69
50.61
52.7842.97
42.77
42.36
42.27
51.23
50.25
49.00
49.02
47.26
47.50
46.00
45.50
45.25
43.35
43.15
42.96 42.28
42.09
42.33
42.07
51.00
46.88
44.53
43.52
51.23
42.03
42.12
50.50
50.79
50.00
53.00 52.98
52.50 52.00
51.50
48.96
47.10
53.50
49.74
48.68
46.50
46.34
44.23
43.29
51.00
41.97
50.25
53.50
46.23
44.98
51.50
42.69
52.14
54.00
53.71 41.6153.78
52.67
50.00 49.50
48.00
44.00
42.96
42.08
42.71
40.06
Corniche
48.53
45.00
43.78
43.82 43.17
42.82
43.00
42.99
40.22
Faîte
Bas toiture
42.69
41.97
53.70
47.11
rg Bt 4, B-1180 Bruxelles • Boissonet
53.78
53.71
51.23
50.00
49.50
49.09
49.00
47.00
46.79
45.31
52.00
43.71
42.71
42.50
54.04
50.50
40.85
48.50
47.35
+/-42.10
+/-42.80
45.50
45.23
48.15
45.11
43.15
43.65
43.32
43.50
39.93
44.19
44.23
+/-47.50
43.29
51.50
52.14
51.07
49.38
45.00
44.5
41.06
39.44
Faîte +/-45.90
52.00
42.19 40.74
44.65
41.81 41.00 45.11
fossé
Faîte
+/-43.50
+/-41.80 44.65
44.87
43.75
39.63
39.46
39.44
+/-43.65
+/-40.85 Faîte
44.50
44.00
52.00
52.68
52.50
45.90
45.50
44.00
42.39
46.14
Bas toiture
5
Village, 993 Chaussée d’Alsembe
Corniche
53.00
43.99
43.64
46.50
+/-51.20
47.43
53.50
52.82
46.00 45.44
47.00 46.62
39.46
52.50
54.03
45.70
47.50 47.43
46.27
Faîte
0
47.5
46.50
47.77
42.25
53.70
.90 +/-45
42.24
.84 che +/-43
Corni
47.00
48.15
54.00
Faîte
47.11
+/-42.30
54.50
49.09
85
he +/-40.
53.00 52.98 38.36
54.81
48.00 47.25
+/-43.30
53.00
54.00
48.50
47.50
Faîte
52.50
49.00
46.80 46.89
48.00
38.76 38.50
Cornic
52.67
54.82
0
39.93
+/-43.4
Bas toiture 45.11 45.40
44.41
46.62
44.00
43.75
39.45
39.30
39.27
Corniche
Corniche
Corniche
Faîte
47.26 +/-43.45
+/-47.50
46.27 44.50
44.27
39.06
38.90
38.76
38.50
39.68
42.71
42.08
Cornic
42.71 Faîte
+/-47.50
Faîte
+/-43.50
44.55
45.31
44.98 38.67
38.48
39.66 38.36
42.00
39.63
JNC International • The Globe
53.78 38.20
53.50
52.63 54.57
53.5
54.09
» Scénario II Les coulées vertes
+/-51.20
54.00
50.00
54.98
53.13
47.92 49.06
+/-43.50
42.99
+/-43.65
46.14
45.00
45.66
42.94
42.88
38.45
38.20
42.50
43.15
40.22
38.90
52.65
50.53 47.55
53.71
51.76
52.58
50.29 49.01
49.02
42.82
44.87
40.50
43.00
39.44
Faîte
42.24
43.71
38.83
38.68
43.00
45.00
39.45
51.07
52.00
49.33
49.00
48.50
RD
39.27
39.30
38.67 38.48
51.23 49.29 49.58
49.50 48.53
NO
+/-40.85
Faîte
43.42
41.84 42.14
38.80
+/-46.25
42.00
40.60
43.6540.22
» Contexte bâti
Corniche
44.27
38.36
47.10
46.00
Faîte
46.15
44.44
41.06
44.50 44.00
43.50
40.80
41.88
Faîte
42.39
39.66
40.74
44.00
45.50
40.06
47.00
46.50
48.52
+/-43.65
Corniche
47.26
45.66
44.00
43.00
42.00
41.65
fossé
41.29 51.00
41.06
de Huy 52.63
40.77
52.50
44.00
42.96
51.50
41.82
41.57
51.76
fossé
ssée Chau 49.40
49.09
50.61
47.50
39.44 39.27 46.57
+/-40.85
41.81 41.00
40.80
41.88 40.60 40.50
52.00
42.08
53.84
42.82
51.23
42.71 50.72
49.00
53.00 52.98
45.50
43.50
43.17
53.79
43.32
43.00
42.99
50.00
39.93
47.77 49.35
47.43
46.62
43.15
43.65
52.75
43.50
50.79
49.02
40.22
48.10
38.90
38.76
39.68 42.19
45.00
+/-42.65
42.96
40.06
39.06 38.45
54.04
49.32
49.35
48.52
43.0
46.27
38.50
44.53
43.7551.66
nt
49.02
48.00
44.19
45.50
+/-45.20
Corn
43.78
45.23
43.32
43.50
47.35
38.48
0
44.00
+/-42.65
+/-45.20
Faîte
44.65
43.17
ista
39.4548.50
39.63
43.78
43.82
50.61 53.33
52.46
51.00
50.50
49.50 49.00
45.11 52.68
52.50 52.82 44.41
52.78
44.00
43.75
r ex
39.46
53.78
53.00 52.98
52.50
52.00
51.50
51.00
50.50
50.25
48.96
41.84
r ex
53.50
47.25
S C ÉN A RI I (2) 44.65
44.87
52.14
44.50
51.50
44.44
50.00
43.99 38.20
43.64 42.88
45.11
43.15
39.63
39.46
38.83
38.68
25
he +/-46.
Cornic
80
Corn
45.23 Faîte
46.00
43.82
0
42.99
44.41
39.45
44.00
39.30
38.36
38.80
53.84
+/-41.
46.00
42.14
+/-45.20
53.50
53.00 52.00
44.55
44.5
41.06
+/-45.20
Faîte
46.50
39.06
43.75
38.90
42.24 42.94
42.19 40.74
Faîte
45.40
49.09
52.68
52.50 45.00
Mu
39.06 49.43 39.30
48.15
38.67
» Trâme arborée 45.11
39.93
44.50
38.67
Corniche
43.42
41.84
42.39 +/-46.25
Corniche
46.14
54.00
49.06
47.50
45.50
43.99
42.39
42.19 41.06
39.66
53.50
52.67
49.40
48.50
44.50
54.03
53.70
53.00
51.07
48.53
47.10
48.52
49.00
48.00
45.00
45.11
54.00
53.50
50.72
49.38 49.35
48.10
38.45
47.10
54.04
54.00
53.71
52.63
50.61
52.63
49.02
45.23
54.03
51.66
49.43
42.08
38.48
38.76
46.50
47.00
46.15
54.50
54.09
54.00 53.70
49.09
49.38
47.43
47.00
47.35 45.90 38.83
45.00
38.68
51.76
49.09
53.78
53.50 52.67
46.00
54.81 54.50
44.19
51.07
47.11
46.50
45.50 38.80
54.04
51.23
50.00
54.00 53.71 47.35
52.82
47.25
46.00 45.70
44.53
53.79
Village, 993 Chaussée d’Alsembe 54.00
54.04
47.77
47.00
46.50 46.14
54.81 54.09
49.06
47.50
47.43 39.68
47.00
45.90
45.44
44.00
52.75
53.84 50.79
49.02
51.76
48.00
47.50
52.63
47.92 49.06
46.80
47.11
45.00
44.50 43.99
49.00
48.50
47.43
54.82 46.57
0
46.89
46.50
45.50
42.25
43.64
43.32
45.4043.50
43.75
43.75 38.45
47.25
46.00 45.70 45.44
47.77
51.76 54.57
46.62
53.5
47.50
39.66
47.77
42.25
49.50
48.53
48.15
50.00
54.98
53.13 54.82
44.27
47.92
46.80
46.89
42.24
42.24
47.00
46.14
44.00
47.55
47.55
+/-42.65
48.00
47.50
Corniche
44.44
38.83
+/-45.20
Corn
48.50
48.00
47.50
45.11
43.75
44.55
38.80
+/-46.25
Faîte
48.50
52.46
50.00
53.84
51.23
46.27
54.57
50.53 53.50
50.50
53.79
49.35
48.52
51.23 52.65
50.00
54.98
53.13
53.33
JNC International • The Globe
52.58
52.65
42.94
42.88 50.53
53.84
52.78
51.00
50.72
52.75
51.07
50.29 49.01
52.58
42.24
52.14
51.50
51.07
49.43
43.42 49.33
41.84
53.79 52.00
49.32 49.29 44.53 49.58
51.07
50.29 49.01
42.14
52.50 52.82
48.10
0
49.29
42.39
42.19 49.33 41.06
49.02
52.68
51.66
53.33
45.00
44.5
44.00
49.32
49.58
+/-45.20
Faîte
53.00
52.14
51.50
49.50
48.50
42.14
44.55
39.66
54.50
» Contexte bâti
54.03
53.50
49.38
52.46
45.90
45.50
43.99
43.64
43.65
43.67
46.00
45.70 45.44
50.79
49.02
40.74
44.87
44.41
46.50
50.79
42.25
50.00
45.40
44.76
42.71
42.27
42.24
50.50
49.00
54.00
52.00
54.82
47.92
46.80
42.25
38.50
53.33 53.70
52.68
52.50
48.15
54.81
Corniche
52.75
53.00
48.52
44.53
54.57
53.50
54.09
Corniche
54.50
54.03
52.82
50.72
48.53
54.98
53.13
38.20
52.78
52.46
52.78
47.43
47.00
49.50
44.78
44.50
45.00 41.61
Faîte
he +/-42. 10 Faîte +/-42. 80
45
Bas toiture
.30 +/-43
Cornic 53.79
Faîte +/-43.
.50 +/-47
50.00
.30 che +/-42
1
39.44
52.75
.65 +/-43
Faîte
.50 +/-43
Faîte
46.15
0
44.55
47.25
51.00
50.00
49.00
44.20
54.82
0
+/-42.65
52.65
54.57
53.5
54.00
53.70
51.66
49.35
52.58
50.53
54.98
53.13
+/-45.20
Corn
51.07
50.29
49.01
46.89
42.24
+/-45.20
Corniche
50 m
42.39
+/-45.20
Faîte
49.29
38.36
54.81
47.11
50.50
49.50
45.0
44.44
42.77
52.14
51.50
44.28
46.15
43.67
25
54.50
49.43
48.10
43.99
42.19 41.06
40.74
Faîte
50 m
25
5
0
49.32
39.06
5
54.82
51.07
45.00
52.65
54.09
51.00
44.72
43.69
Corniche
Faîte
49.43
.85 +/-40
51.50
» Scénario I Les clairières
Corniche Corniche
50.79 38.36
46.57
42.27
45.00
44.19
38.50
Corni
53.33 39.27
52.46
38.20
43.67
43.76
38.20
52.78
38.90
38.76 38.50
51.00
50.50
42.77
42.36
45.50 45.25
43.35
fossé
41.29
40.85
40.06
47.43
42.97
42.33
44.76
54.57
0
49.38
49.58
49.33
47.55
38.68
42.77
49.06
47.50
46.89
42.27
» Pente de terrain (9 à 16%, Différence 13,5m)
15° 40° 65°
38.80
47.92
46.80
52.00
48.47
48.33 47.43
44.76
42.36
Corniche
39.46
48.47 48.33
44.78
44.20
42.97
42.33
42.07
48.68
44.72 43.76 43.69
44.27
46.57 44.53
38.68
38.67
38.48
51.50
.25 +/-46
+/-43.84
.20 +/-51
Corniche
50.72
46.88
40.77
40.85
48.68
49.00
44.28
45.00
46.00
43.15
42.96 39.68 42.28
39.63
39.30
52.14
38.45
42.09
42.03
42.07
46.23
42.96 42.28
46.50
42.12
41.61
41.06
fossé
40.50
43.52
+/-41.80
39.66
RD
39.06
52.00 38.68
51.66
42.03 42.12 44.19
41.06
39.68
46.34
40.80
41.88 40.60
40.22
40.06
Corniche
+/-42.10 Faîte +/-42.80
Bas toiture
40.77
40.22
42.69 41.97
fossé
41.29
49.00
49.09
48.15
45.50 45.25
43.35
43.15
Faîte +/-43.45
+/-47.50
42.09
NO
38.83
38.80
51.07
41.97
41.57
49.74
49.50
48.96
47.10
46.00 46.88
44.53
46.62
43.52
47.55
52.50
49.74
49.50
50.00 49.09
49.40
48.50
47.17
47.00
46.50 46.34 46.23
47.10 44.23
43.29
41.65
41.82
41.81 41.00
39.63
44.23
+/-43.65
Faîte
+/-43.50
43.29
+/-45.90
Faîte
» Contexte arboré
52.50
52.82
48.10
fossé
39.66
Faîte
41.65
41.82 41.57
41.00 40.80
40.50
39.45
52.68
41.81
.00
41.88
53.00
+/-40.85
42.50
43.17
42.00
42.82
43.00 42.71
39.93
39.45
39.46
39.44 39.27
Corniche Corniche
42.71 44.27
42.69
42.00
40.60
39.93
53.50
46.62 5
39.30
38.90
38.76
38.36
43.15
43.65
42.71
42.08
42.99
+/-42.6
39.06
38.48
38.20
49.00
48.00
47.50
46.79
45.66
45.31
47.00
46.79
43.00
47.17 44.98
43.71
43.50
42.96
51.23
50.25
49.02
47.26
47.50
46.27
44.00
43.78
43.32
43.50
42.88
38.67
38.45
38.68
42.50
44.41
44.00
43.75
43.75
44.98
43.71
38.83
38.80
43.00
42.08
Corniche
43
42.71
54.03
Corn
44.00
43.50 +/-46.25
42.96
43.17
Faîte
42.99
54.00
43.78
50 m
43.15
42.82
54.50
53.70
25
5
43.32
43.50
43.75
54.81
49.38
0
39.66
54.09
44.00 44.65
» Voiries 43.82
44.41
44.00
43.75
Faîte
44.50
42.94
45.11 42.88 Corniche
.65 +/-42
43.65
39.68
45.11 42.24
44.87
38.50
Corn
44.50
42.14
44.44
0
+/-45.2
Corniche
+/-43.84
44.55
44.44
44.50
44.00
44.65
45.11
43.82
42.94
50 m
42.36
» Contexte arboré
52.68 51.50
43.00
41.84
42.14
45.40
.20 +/-45
Faîte
0
Faîte +/-45.90
.00
.00
53
54
Corniche
52.50
54.82
0
45.0
00
40.74
.20 +/-45
Faîte
+/-41.80
43.
+/-42.10
+/-42.80
+/-43.45
48.15 45.50
45.23
45.00
42.24
51.00 50.50
0
Bas toiture
43.5
Faîte
Faîte
+/-47.50
.90 +/-45
Faîte
+/-43.50
+/-45.2 46.27 Faîte
50.61
48.96
47.10
48.00
46.14
45.11
44.87
41.84
44.50
45.31
+/-51.20
52.00
» Bâti
54.57
Faîte
39.68 39.66
45.00
44.19
54.98
53.13 53 .5
45.50
45.23
52.00
51.50
49.40
48.50
47.35
47.00
46.50
47.26
43.42
46.15
45.40
42.19 41.06
44.55
48.52
47.77
47.50
46.00
42.39
45.00
45.6640.74
0
49.09
0
48.00
46.57
44.19
Faîte
Faîte
Corniche
+/-43.65
+/-40.85
42.19 41.06
15° 40° 65°
44.27
+/-43.84
39.27
Corniche
Corniche
38.36
+/-42.30
44.27
38.20
Faîte +/-43.30
+/-42.65
Corniche
Corn
52.65
42.39
+/-42.65
40.06
39.44
49.0
48.50
44.53
.00
46.27
42.94
+/-45.20
Corn
39.46
38.90
38.76
44
47.43
42.24
41.84
42.14
42.88
Faîte
39.63
39.30
38.67
38.48
.50
43.99
48.52
48.15
43.42
46.62
42.19 41.06
40.74
+/-45.20
Faîte
Corniche
38.45
38.50
52.58
40.85
39.06
38.68
+/-46.25
47.10 43.64
44.53
44.00
42.39
46.14
43.42
.00
+/-51.20
40.22
38.83
38.80
Corniche
48.10
43.99
43.64
44.53
46.50
46.00
43
Faîte
42.88
+/-45.20
0
43.00
44.76
47.35
48.52
47.00
.0
43.50
44.20
46.15
50.00 48.53
25
5
15° 40° 65°
+/-41.80
52.00
44
44.78
44.28
44.72
43.76
43.69
43.67
42.27
40.77
50.25
0
43.69
52.58
51.50
48.47
48.33
44.50
43.99
43.64
48.68
47.10
46.00
45.00
43.35
42.97
42.77
42.36
41.61
41.06
43.50
.00
42.33
42.07
43.15
42.96 42.28
42.09
42.03
42.12
feasibility and maximum density for the lot. Faîte
fossé
40.50
53.78
53.00 52.98
52.50
+/-41.80
Corn
44.20
43.76
43.35
43.15
42.97
51.07
50.29 49.01
43.50
43
fossé
41.29
49.00
47.50
47.17
43.52
43.29
42.69
41.97
46.57
41.65
41.82
41.57
40.80
41.88
40.60
39.93
39.45
49.29
0
49.09
48.00
41.81
41.00
42.71
45.50
45.25
44.53
44.23
42.71
42.50
42.08
42.00
42.82
43.00
42.99
46.88
46.23
44.98
43.71
43.00
43.17
43.32
43.50
47.00
46.50
46.34
44.00
43.50
42.96
43.15
43.65
43.75
46.79
45.31
44.50
44.00
43.82
44.41
44.00
43.75
43.78
45.11
46.62
44.50
45.66
45.00
44.65
44.87
44.55
44.44
49.74
49.50
48.96
47.43
47.26
45.50
45.23
45.11
45.40
45.00
54.00
53.50 52.67
Faîte +/-42.80 Faîte +/-43.45
+/-47.50 Bas toiture
45.90
45.50
44.00
Faîte
48.47 48.33
44.78
44.76
49.32
49.33
47.5
49.40
48.50
46.14
46.00
46.15
46.27
44.19
50.50
54.04
49.3553.71 52.63
48.53
40.85
42.07
+/-42.10
46.00
48.68
44.20
45.44
45.00
49.00
44.72
42.33
42.12
Corniche
+/-43.65
Faîte
46.00 45.70
44.50
44.72
44.53
49.74
49.50
Corniche
+/-43.50
46.50
42.25
44.5
44.00
49.09
44.28
39.44 39.27
0
0
53.50
43.67
42.36
JNC International • The Globe Village, 993 Chaussée d’Alsemberg Bt 4, B-1180 Bruxelles • Boissonet • 18/02/2020 • 14/34
40.06
38.90
44.76
» Vues
54.81
47.43
47.00 42.24
42.77
53.5
54.09
47.11
42.97
42.33
42.07
49.06
47.50
47.25
43.64
39.46
38.67
+/-40.85
42.09
42.03 42.12
54.98
53.13
47.92
46.80 46.89
44.76
0
39.63
39.30
47.55 48.47
48.33
44.78
40.85
45.70
+/-43.45
50.53
53.00
51.23
53.84
51.76
+/-42.10
+/-42.80
50.00
49.40
39.06
48.68
44.20
43.69
41.61
41.06
40.77
ssée
Chau
52.65
49.01
50.53
49.00
44.72 43.76
de Huy
fossé
40.50
40.22
52.58
50.29
49.33
49.74 49.09
44.28
45.00
43.35 43.15
42.96 42.28
fossé 41.29
40.80
41.88 40.60
39.93
41.57
51.23
49.50
48.96
47.10
45.50
45.25
43.52
41.65
41.82
41.81 41.00
46.88
44.53 44.23
43.29
42.69
41.97
42.00
42.82
43.00 42.71
49.58
52.00
51.00 50.50
50.00 49.40
48.50
46.00
46.34
46.23
44.98
43.71
42.71
42.08
42.99
39.45
38.83
43.17
43.32
43.50
51.07
50.25
43.00
42.50
44.00
43.75
40.74
42.27
48.00
46.50
46.57
44.27
50.72
51.00
53.79
49.43 51.23
48.96
+/-42.10 47.10 Faîte +/-42.80
43.76
43.69
stant
Faîte
43.67
42.27
48.50
42.94
42.88
39.68
39.66
52.50 52.00
51.50
53.33
80
Bas toiture
49.00
46.62
42.24
+/-42.65
80
50.61 52.75
52.46
50.00
48.10
49.02
49.02
Faîte
+/-47.50
52.00
41.84
42.14
+/-45.20
Corn
42.94
52.78
+/-41.
49.35 50.79
50.00
49.00
Faîte
40.06
48.50
47.50
Corniche 47.17
45.00
42.96 42.28
43.65 43.75
r exi
49.29
51.50
50.61
49.00
47.50 47.17
44.00
43.50
42.96
47.00
46.79
45.31
44.50
44.00
43.78
49.32
46.50
45.00
43.15
53.78
53.50 53.00 52.98 52.50
48.00
47.26
45.66
45.50
45.23
44.65 45.11
43.82
Mu
54.00 53.71
52.67
49.02 47.10
46.14
46.00
44.87
44.41
45.44
44.78
46.00
45.50
45.25
43.35
42.36
42.09
49.09
47.35
47.00
45.40
44.50
43.64
46.50
46.88
44.53
+/-41.80
42.97
42.77
44.76
41.61
51.50
43.00
.50
+/-45.20
43.42
42.24
41.84
42.14
Faîte +/-42.
45
Bas toiture
52.14
51.00
50.50
+/-43.84
52.00
51.50
48.53
Faîte
+/-43.50
Faîte +/-45.90
52.50
49.50
44
Corniche
43.50
43
40.74
Faîte
Faîte
42.39
42.19 41.06
40.74
+/-45.20
+/-51.20
49.38
52.68
50.72
.00
49.35
49.43
designer; prepared all calculations for C •together S C Éwith N Aa landscape RII Faîte
Faîte
53.00
45.90
50
45
48.10
45.90
45.00
40.06
Corniche
42.33
42.07
43.15
42.96 42.28
42.09
42.03 42.12
47.00
46.79
43.52
46.23
Bas toiture
43.52
43.29
42.69 41.97
44.20
44.28
49.58
53.00 52.98
51.66
42.71
42.50
41.61
44.72 43.76 43.69
54.04
52.63
44.20
» Pente de terrain (9 à 16%, Différence 13,5m)
43.67
53.84
51.76
46.50
45.11
Faîte
44.76
53.79
51.23
47.77
47.50
46.15
44.55
43.67
» Contexte arboré 52.14
53.50 52.82
52.67
+/-43.84
51.07
Faîte +/-43.
53.50
52.82
45.
51.66
51.07
49.38
45.50
54.03
46. .50 00 +/-47 45.70 Faîte
45.44
49.43
47.43
46.00 45.70 45.44
0
54.00
53.70
49.09
.50 +/-43
Faîte
0
47.00
42.25
10
Faîte +/-45.90
.85 +/-40
Corniche
47.5
47.11
46.50
47.77
42.24
50.72
+/-42.
Corniche
49.06
47.50
47.25
21 dec
44 47.50 .5 0
43.00
45 48.00 .0 0
51.23
50.00
43.50
47.92
46.80
38.36
53.78
53.50
53.00 52.98
52.50
52.00
51.50
51.00 50.50 50.25
49.00
+/-51.20
21 mars-sep 46.89
54.00
53.71
52.67
49.02
47.10
Faîte
.50 48.50
54.04
52.63
50.61
47.35
47.50
53.84
51.76
49.09
48.15
47.77
47.00
+/-51.20
45
53.79
51.23
50.00
49.02
48.00
47.50
48.00
45.44
52.75
50.79
50.00
49.00
48.50
47.43
46.27
Faîte
53.33
52.46
51.00
50.50
49.50
48.53
48.15
43.42
48.50
52.78
51.50
50.72
48.52
49.35
48.52
44.53
44.00
53.78
+/-40.85 Faîte
40.85
53.50
.30 +/-42
.65 +/-43 46.5
Corniche
39.46
39.44
+/-43.65
49.00
48.00 47.26
Faîte +/-43.45 46.34
44.98
43.71
44.23
43.00
42.00
0
52.00
54.03
53.71
40.06
52.63
.30 +/-43
54.50
0
54.00
54.00
Faîte
51.66
51.07
49.43
48.10
44.50
43.99
43.64
42.39 42.19 41.06
51.66
Corniche
45.90
45.50
44.53
0
48.00
49.38
46.00
45.70
45.44
0
.0
49.00
0
48.10
46.50
42.25
.5
45.00
44
0
53.0
54.81
Corniche
54.09
42.25
.50
42.24
39.46
47.43
47.0
39.27
54.82
54.04
39.63
39.30
39.27
Corniche
38.36
52.50
54.50 40.22
52.82
39.06
38.90
Corniche
+/-47.50 44.00
43.50
42.96
41.65 fossé
41.29 41.06
42.03
40.77
40.50
40.22
42.00
38.67
38.76
41.65
44.23
45.31
44.50 44.00
Faîte
43.29
41.82 41.57
fossé
40.60
44.78 44.28
45.00
48.00
46.57
45.00
42.97
42.77
» Conte xte bâti 45.66
45.00 +/-43.65
43.78
43.82 43.17
42.08
38.48
50.25
49.02
47.10
39.44 39.27 45.50
45.23
Corniche 44.65
45.11 +/-43.50
43.15
41.81 41.00
40.80
41.88
38.50
39.46
46.14
46.00
44.87
Faîte
42.82
43.00
42.71
48.33
46.00 45.50
45.25
43.35
43.15
42.96 42.28
48.50
46.62
Corniche
44.20
53.33
52.75
50.00
49.02
49.00
42.36
42.27
45.50
2145.00 dec
45.25
fossé
41.29
41.06
40.77
53.70
39.44 47.11
54.57
53.50
54.09
38.45
38.20
41.57
fossé
52.68
54.81
53.84
51.76
47
47.00
42.24
44
43.99
54.0
39.30
38.83
+/-46.25
39.30
47.00
+/-40.85
43.65
43.32
43.50
39.93
42.07
48.47
48.33
44.53
43.52
42.09
42.33
42.12
46.88
46.23
47.10 21 juin
44.23
43.29
46.50 42.03
41.97
40.85
51.23
50.50
46.50
45.11 45.40
Corniche
44.41
42.69
43.75
42.69
21 mars-sep 46.00
40.77
46.23
52.00
48.68
48.68
46.50 46.34
42.71
42.50
41.61
46.88
41.06
fossé
53.00 52.98
40.50 52.50
44.00
43.75
41.97
45.66
45.31
44.98
47.00
46.79
43.00
42.08
42.00
40.80
43.71
43.50
42.96
fossé
41.29
41.00
53.78
41.65
41.82 41.57
46.34
54.00
53.50 41.88
40.60
51.50
51.00
49.00
49.00
48.47
43.67
44.00
43.78
43.82 43.17
41.81
43.00
53.71 42.71
40.22
48.10
38.36
49.74
49.50 49.74
49.50 49.09
44.72
42.97
42.77
52.78
50.79
50.00 49.50
46.27
21 dec
50.00
51.23
50.00 49.09
48.96
47.10
44.78
44.28
52.14
42.27
50.50
44.19
38.20
50.25
53.00 52.98 52.50
52.00
51.00 50.50 50.25
49.40
48.50
47.17
48.47 48.33
44.76
43.69
42.36
52.00
51.00
21 juin
38.76
48.68
44.20
51.50
44.27
38.45
49.00
44.78
44.28
44.72
43.69
43.67
52.68
48.53
40.85
45.00
43.35 43.15
42.96 42.28
52.46
38.50
51.50 50.61
49.00
48.00
47.50 47.00
46.79
48.47
45.50
45.25
43.15
42.97
52.50
42.94
38.48
53.78
53.50 52.67
48.47 48.33
44.78
44.76
47.17
44.00 44.65
45.11
43.15
42.82 54.04
42.99
52.67
39.93
54.00 53.71
52.63
49.74
48.68
47.26
44.50
44.87
43.32
43.50
52.63
53.00
42.88
38.68
+/-46.25
50.50
54.04
51.23
49.00
49.02
44.20
47.50
45.50 45.00
42.27
45.40
43.65
53.84
50.61
38.90
38.76
44.50
39.45
42.77
45.23
42.36
45.11
41.61
44.41
43.75
39.63
46.15
38.36 44.55 44.44
41.82
42.07
fossé
41.29 41.06
53.79
51.23 51.76
38.50
42.71
45.00
47.26
41.65
41.82
41.57
44.00
43.75
52.75
39.45
47.35
49.40 48.96 44.28
44.72
43.76
43.69
48.68
47.10
46.00
46.88
44.53
43.76
42.77
43.76
43.52
42.33
42.07
53.50
» Pente de terrain (9 à 16%, Différence 13,5m)
41.81 41.00
40.80
40.60 40.50 53.00
52.46
39.06
38.67 38.48
46.57
38.20
42.99
Corniche
42.82
.00
41.88
53.50
39.93
54.82
42.71
54.03
54.57
.50
39.63
Project phase: developed the concept and the schematic phase 43.64
53.00
0 52.5
48.00
47.55
52.00
48.50
38.20 45.90
54.98
53.13
50.53
51.50
49.00
50.29
49.01
53.00
45.70
48.53
38.76
21 juin
54.00
38.50 49.02
38.90 50.00 49.38
52.65
48.50
52.14
52.58
53
43
42.99
54.00
53.70
+/-42.10
+/-42.80
44.98 47.77
38.45
38.68
43.00
42.50
43.32
43.50
43.75
54.98
53.13
Faîte
49.02
+/-41.80
47.50
51.00
50.50
50.00
49.50 49.09
49.09
47.10
45.00
48.00
42.97
40.85
44.50
53.33
44.44
50.79
Corniche
50.00
43.71
42.08 38.68
54.50 52.65
53.79
39.45
49.06
47.50
51.07 47.25
51.07
49.58
49.33
46 .00 49.00
52.68
52.50
52.00
.00
.00
53.00
46.89
49.32
38.48
49.00
47.43
Corn
49.35
53.50
52.82
46.80 51.23
38.67
38.45
52.50
47.11
54.03
53.70
49.43
47.43
47.
38.6800
46.50 49.50
.25 iche +/-46
52.00
0 47.5
47.25
42.25
51.50
48.00 47.50
54
53
53.00
48.50
46.80 46.89
.00
54.00
44.27
38.80
54.81 52.58
50.53
39.06
49.29
42.24
54.50
47.55
50.79
38.83
47.11
50.00
54.82
0
54.81
49.06
51.07
54.09
50.29
49.01
53.33
52.75
47.92
54.57
53.5
54.09 47.92
45
54.00
49.00
47.55
47.25
50.50 38.80
54.98
53.13
50.53
45.90
.50
51.00
15° 40° 65°
0
50.29
49.01
52.50
52.00
49.33
52.65
51.50
46.00
45
46.89
50.72
49.38
52.58
.5
51.07
+/-46.25
Corniche
42.96
51.76
48.96
45.50 45.25
43.35 43.15
42.96 42.28
42.33
40.77
44.55 52.78
45.31 +/-43.45
49.09
39.68
43.17
41.81 41.00
45.00
40.22
45.66
52.14
50.00
48.00
43.50
42.94
42.88
44.19
49.33
52.78
52.46
39.63
51.00
50.50
49.50
49.00 Bas toiture
48.53
48.15
38.83
47.43
46.62
42.24
+/-42.65
39.66
52.00
51.50
Faîte
+/-47.50
Faîte
fossé
40.50
39.45
40.06
49.35
+/-43.50
48.50
44.00 38.80
42.14
+/-45.20
Corn
43.15
44.00
43.75
52.68
52.50
39.46
39.44
Faîte
+/-43.65
Corniche
+/-40.85
48.52
46.27
41.84
+/-45.20
Faîte
44.41
44.44
49.32
49.58
52.1449.06
47.50
42.19 41.06
40.74
Faîte
43.82
44.50
43.65
» Conte xte arbor é
47.92
52.00
51.50
46.80
.20 +/-51
49.29 49.58
45.70 45.44
52.50
21 dec
47
49.32
39.66
52.68
21 juin 21 mars-sep
45.11
0
54.82
0
49.29
39.68
47.55
52.82
51.66
51.07
46.50
42.25
53.00
» Orientation (Nord-Est) Faîte
47.43
47.00
42.24
53.5
50
0
48.00
ROLE
.5
47.11
48.
00
47 47.25
44.87
45.0
.5
44.19 53.00
50.72
39.27
Corniche
40.80
41.88 40.60
39.93
53.50
39.30
51.66
39.68 38.90
44.50
49.43
48.10
46.15
42.82
42.71
54.03
52.82
39.06
38.67
51.07
38.76
39.66
49.38
38.50
44.00 43.78
46.88
43.52
46.00 42.09
42.03
42.12
47.10
48.50
46.00
47.35
44.53
46.14 43.29
42.69 41.97
0
47.17
46.50 46.34 46.23
44.23
46.50 42.71
42.50 42.08
42.00
49.40
48.50 48.00
47.50
47.00
46.79
40° 65°
44.98 47.00
43.71
43.00
42.96
42.03 42.12
54.03
+/-42.10
+/-42.80
45.00
44.53
+/-41.80
40.85
+/-41.80
43.35
42.96 42.28
42.36
+/-43.45
Bas toiture
42.09
+/-42.10 Faîte +/-42.80
Bas toiture
42.27
52.82
50.72
42.14
38.80
Corniche
50.25
49.00
49.0
47.26
44.00
43.50 43.82
43.00
42.99
44.27 54.00
38.48
45.00 38.36
44.53
43.42
43.78
45.11
43.32
54.00 53.70
41.61 51.66
49.35
44.44
51.23
Faîte
Faîte
+/-47.50
43.29
41.97
42.00
54.50
41.65
39.68
53.84
52.00
51.23
50.00
49.02
49.02
47.77
45.31
47.5015°
44.50
44.00
44.65
47.43
43.15 43.17
54.50
53.70
38.45
47.43
38.20
45.00
44.50
44.00
44.87
43.65
45.66
45.00
45.11 45.40
44.41
46.57
43.50
49.02
48.00 45.50
45.23
48.15
44.00
43.75
47.10
49.00
48.50
21 dec
46.00
47.10
46.15
46.62 43.75
54.81
45.50
38.68
47.00
45.90
45.50
43.99
54.57
53
54.00
52.50
49.06
47.50
54.98
53.13
50.53
0
42.88
54.09
38.83
38.80
47.11
46.50
46.00 45.70 45.44
43.64
42.39
44.55
49.00
48.50 48.
46.80
54.03
47.25
Corniche
44.65
54.82
+/-42.65 Corn 49.06
47.50
45.23
+/-46.25
42.25
+/-45.20
Faîte
47.92
46.80
46.89
42.24
45.11
45.40
44.19
54.50
54.00
50.53 47.55
46.00
50 m
25
5
0
46.15
52.50
0
52.00
51.5
49.01
54.81
53.70
46.57
44.27
52.65
52.00
52.58
50.29
51.50
.00
0 49.0
49.33
53.00 52.98
51.50
50.61
50.00
47.35 49.50
21 juin 21 mars-sep 46.14
48.52
44.50
54.81 54.09
fossé
51.07
49.43
43.42
42.24
Faîte
+/-43.50
Faîte
Corniche
+/-43.65
+/-40.85
Corniche
42.69
49.38
39.66
52.50
50.79
50.50
47.77
47.00
48.53 46.50
48.10
46.27
44.55
44.44
42.94
54.57
51.00
53.50 53.79
52.67
47.50
49.35
49.43
44.19
43.42
42.24
41.84 42.14
53.13 53.50
53.78
53.71
53.33
52.63
52.75
52.46
49.09
46.57
44.53
44.27
45.00
42.19 54.98 41.06
54.00
51.00
46.62
47.35
0
44.00
42.39
52.65
40.74
54.82
41.82 41.29
41.06
21 mars-sep
51.50
54.04
50.61
52.78
51.76 50.00
49.02
47.43
46.27
44.5
52.58
50.29
+/-45.20
52.14
51.50 49.00
48.50
48.00
48.15
45.90
45.00
43.99
43.64
51.07
39.68 49.01
Faîte
e +/-41 .80
51.23
52.00
53.13
41.57
44.53
44.00
41.84
44.23
39.27
Corniche
42.71
38.36
42.50
47.43
+/-42.65
52.50
52.00
53.84
Bas toitur
52.50
» Orientation (Nord-Est)
49.38
46.00
45.50
42.94
42.88
49.29
49.33
39.66
52.68
50.79
50.72
45.70 45.44
43.42
42.24
49.32
49.58
46.14
43.00
+/-43.84
51.07
42.88
+/-42.65
Corn
54.82
+/-45.90
49.29
49.58
+/-45.20
54.57
47.77
42.25
41.84
+/-42.65
53.00
+/-43 .45
53.79
53.50
49.50 51.66
48.53
51.07
48.52
Cornic
+/-42.30
+/-43.30
49.32
42.14
Corniche
Faîte
.00
53
54
.50
54.98
Faîte
+/-45.20
Faîte
52
52.00
51.50
52.65
Corn
49.35
47.43
42.14
+/-45.20
Faîte
53.33
52.75
52.82
46.50
43.50
Faîte
Corniche
.00
42.94
E in• two D density I A G zones: N O Smedium T I Cand high density The site was split
42.24
42.39 42.19 41.06
40.74
+/-45.20
Faîte
47.00
46.50
51.00
Faîte
52.78
52.46
50.50
49.43
48.10
47.11
47.00
47.50
50.72
54.03
50.00
0
47.25
44.53
52.14
50
+/-47.
+/-45.20
Corn
0
43.67
48.15
54.00
Faîte
40.06
39.44
38.20
43.00
42.08
50.53
49.06
47.43
du Piro
42.77
42.36
42.27
46.62
51.50
Faîte
53.70
42.96
54.57
53.50
48.15
Chemin
42.97
42.33
42.07
40.85
+/-41.80
52.00
54.50
50
+/-43. 49.09
Faîte
49.06
15° 40° 65°
44.50
44.00
Cornic
54.81
54.09
51.66
49.00
48.33
47.17
47.00
46.50
43.52
44.78 44.28 44.72
43.69
43.67
+/-47.50
46.00
45.25
39.46
38.90
49.74
49.09
47.50
46.79
47.10
44.23
42.09
42.33
42.77
42.36
42.27
Faîte +/-43.45
Faîte
45.50
40.85
39.63
39.30
38.67
38.48
54.98
43.99
42.39
42.19 41.06
40.74
+/-45.20
53.00 52.98
40.22
39.06
38.45
38.76
43.17
48.52
53.78 Faîte
53.50
52.67
0
+/-51.20
43
42.24
41.84
Bas toiture
47.50
43.99
43.64
5
he +/-40.8
iche +/-42 .10 Faîte +/-42 .80
he +/-43.6
Faîte +/-43.3
Faîte
.50
40.74
+/-42.10 Faîte +/-42.80
Faîte +/-43.45
+/-47.50
48.00
43.00
43
52.58
42.09
42.03
42.12
41.61
40.77
47.43
+/-43.65
Faîte
+/-43.50
Faîte
fossé
41.29
41.06
fossé
40.50
Corniche
parking with access to all buildings in a minimum distance. +/-40.85
41.65
41.82
41.57
40.80
41.88
40.60
40.22
40.06
46.27
39.44 39.27
Corniche
Corniche
44.76
39.63 39.46
38.90
38.76 38.50
41.81
41.00
42.71
38.48
38.36
44.20
43.69
0
Corn
5
52.68
52.50
47.5
43.50
42.82
43.00
42.99
39.93
39.06
38.67
38.45
+/-46.25
41.97
42.00
43.32
43.50
43.75
39.45
38.83
38.68
Corniche
44.72
43.35 43.15
46.80 46.89
45.00
53.00
he +/-42.3 Cornic
42.08
44.00
43.75
39.68
39.66
43.42
38.20
42.19 41.06
42.96 42.28
49.38
48.00
44.44
0
39.30
42.39
51.07
44.78 44.28
45.00
43.76
43.52
43.29
42.69
48.50
45.25 44.53
44.23
42.71
42.50
49.00
44.98
43.71
43.00
53.00
.0
38.80
49.32
49.58
42.96
43.17
45.90
45.50
39.27
53.50
54.82 52.82
Cornic
51.07
45.70 45.44
54.03
54.57
43.64
54.00 53.71
52.63
39.44
54.00
53.70
50.53
47.92
38.36 46.00
48.50
54.50
53.5
53.13
45.90
44.50
54.04
40.06
51.76
54.81
50.00
54.98
54.00
44.00
43.78
43.50
43.15
43.65
47.0047.5547.43
46.50
42.25
52.50
44.41
49.02
47.11
42.24
52.00
44.50
49.00
49.01
54.09
52.65
50.29
49.33
38.90
54.82
38.76
52.58
51.50
44.00
44.65
45.11
43.82
44.55
45.50
53.00
48.52
44.87
45.00
46.88
54.57
0
51.07
38.50
47.25
53.5
53.13
49.32
49.58
49.06
47.50
52.65
45.00
39.46
51.23
54.98
54.00
45.40 44.19
44.53
46.00
46.34 46.23
52.50
Corn
46.50 45.31
44.50
Having a slope entrance to the site and to make an underground 44
47.10
47.00
46.79
45.66
45.50
45.23
45.00
43.99
43.64
48.33
47.17
46.15
45.11
48.68
47.50
46.00
46.57
44.27
49.00
38.67
38.48 49.29
46.80
46.89
45.50
44.98
43.71
38.83
38.68
00
42.03
42.07
42.97
42.33
42.07
41.61
de Huy
49.74
49.50
49.50
48.96
48.00 47.26
46.34
46.23
44.98
46.50
42.12
41.61
46.88
41.06
40.77
46.23
0
47.17
43.29
42.69
41.97
fossé
41.29
fossé
47.
42.71
42.50
41.65
41.82
41.57
40.80
41.88
40.60
40.50
52.58
41.81
47.00
45.70
39.63
39.30
52.65
50.29
49.01
50.53
38.20
43.82
43.15
41.81
46.34
41.00
42.71
43.71
46.79
43.00
42.08
42.00
42.82
43.00
42.99
+/-46.25
44.00
43.50
42.96
43.17
43.32
43.50
39.45
0
+/-43.50
40.77
40.06
Corniche
+/-43.65
+/-40.85
Faîte
e Chaussé
50.00 49.09
49.40
48.50
0
45.31
44.50
44.00
43.82
43.15
43.65
45.66
45.00
43.78
45.11
44.41
44.00
43.75
39.93
43.50
51.07
50.29
44.50
43.75
38.80
45.11
47.50
47.11
46.50
40.77 46.00
15° 40° 65°
39.06 52.58
38.45 49.33
47.92
49.50
0 47.5
42.94
42.88
48.53
49.50 49.09
48.47 47.26
42.24
41.84
+/-42.65
49.74
49.40 48.96
48.00
46.14
+/-45.20
Faîte
49.00
47.10
46.50
38.68
47.55
21 dec
48.00
48.10
51.23
50.00
49.02
47.35
47.00
48.50
46.27
42.14
+/-45.20
53.00 52.98
52.50
52.00
51.50
51.00 50.50 50.25
48.50
43.00
43.42
Cornic
53.78
53.50 52.67
49.00
43.50
40.74
Faîte
0
54.00 53.71
E • DIAGNOSTIC
5 50.00 he +/-46.2
54.04
52.63
49.35 50.61
47.50 47.43
.5
53.84
51.76
47.77
46.62 42.19 41.06
53.79
51.23
49.09
48.00
51.07
49.58
50.50
53.33
52.75
50.00 49.02
49.00
48.50
48.15
42.39
44
52.78
52.46
50.79
50.00 49.50
52.00
.00
50.79
49.29
21 mars-sep
52.14
51.00
50.50
49.00
47.5
45.50
45.23
44.65
44.87
44.55
44.44
45.31
44.00
48.33
47.10
45.00
43.76
43.35
43.15
42.96 42.28
42.09
42.03 42.12
fossé
41.06
fossé
40.50
39.63
39.46
39.44
39.27
Corniche
Corniche
50.00
51.23
50.50 50.25
49.02
48.0
46.14
46.00
45.40
45.00
45.66
39.68
44.00
43.78
48.47
47.50
47.00
45.50
45.25
43.52 43.29
42.69
41.97
46.88
44.53
44.23
42.71
42.50
41.57
41.29
40.80
40.60
41.65
41.82
41.81
41.00
42.71
38.90
38.76
38.50
38.36
50.25
51.50
50.61
51.00
46.50
45.11
47.25
42.25
45.44
40.22
49.32
52.00
51.50
53.00 52.98
52.50
48.68
52.00
49.40 48.96
0
47.10
47.26
46.15 44.27
44.19
47.50
fossé 42.24
40.50
38.83
38.80
52.50
49.43
48.52
49.00
52.68
50.72
48.53
48.10
44.53
44.00
51.50
53.00
52.82
51.66
49.35
49.43
45.00
44.50
45
50.72
53.50
49.38
51.07
49.38
45.90
45.50
43.99
43.64
51.50
47.43
47.00
46.00 45.70 45.44
42.94
42.88
45.50
44.50
53.00
47.50
47.11
46.50
42.25
45.90
.50
42.24
+/-42.65
45.00
54.00
49.06
47.50
47.25
42.24
45
41.84 42.14
+/-45.20
Corn
+/-51.20
46.80 46.89
46.00
45.70 45.44
46.89
40.80
41.88 40.60
39.93
21 dec 53.84
39.45
41.00 46.80
21 mars-sep 53.79
47.92
43.00
42.71
21 juin
53.33
52.75
52.67
49.09
0
48.5
47.35
53.78
53.50
52.63
49.0 47.77
47.00
46.57
Faîte
45.23
49.01
43.32
43.50
42.99
52.78
52.46
+/-45.20
53.71
51.76
49.02
49.02
47.50 47.43
46.62
Faîte
46.50
42.25
49.33
47.55
52.14
21 juin
41.06
40.74
Faîte
46.00
39.06
+/-46.25
50.5
54.00
51.23
50.00
49.00
48.50
48.15
46.27
43.00
42.08
42.00
42.82
43.00
42.99
40.22
38.67
38.45
38.48
Corniche
51.23
50.79
49.50 48.53
47.10
48.52
43.42
38.50
49.29
49.58
43.65
42.82
52.00
51.00
51.00
53.79
54.04
49.35
48.10
44.53
48.00
49.32
44.41
51.50
52.75
50.00
47.35 0
39.66
44.00
43.75
15° 40° 65°
54.03
50.61 53.33
50.50
49.43
45.00
44.5
38.83
38.80
39.30
52.78
52.46
51.00
49.00
46.00
46.34
46.23
44.98
43.71
43.50
42.96
43.32
43.50
43.75
41.88
51.50
52.14
51.50
45.90
45.50
43.99
43.64
42.39 42.19
53.00
48.53
A . E S Q U I S S E D ’A M É N A G E M E N T (5) A . E S Q U I S S E D ’A M É N A G E M E N T (5) stant
39.45
52.00
52.68
52.50
49.09
48.00
44.00
43.78
43.82 43.17
49.50
48.96
47.17
45.31
44.50
44.00
45.11
43.15
43.65
51.23
49.74
49.40
48.50
46.50
45.00
44.65 44.87
44.41
44.00
43.75
46.79
45.66
45.50
45.23
45.11 45.40
44.50
r exi
53.00 52.98
52.50
52.00
51.50
51.00
50.50
50.00
47.26
46.15
44.55
53.78
53.50
52.67
50.25
49.00
47.10
46.00
46.57
45.00
Mu
54.00
53.71
52.63
50.61
49.02
47.35
47.00
44.19
38.68
53.50
53.84
44.00
52.50
48.00
42.24
44.50
44.44
47.50
44.27
52.50
54.03
52.82
50.72
51.76
47.77
46.14
42.94
42.88
38.20
54.00 53.70
51.66
54.04
51.23
50.00
49.09
48.00
46.62 42.24
41.84
53.79
50.79
49.02
49.00 48.50
46.50
42.14
39.66
53.00 52.98
54.50
49.38
45.70 45.44
47.00
46.50
45.11
» Conte xte arbor é » Orientation (Nord-Est)
52.82
51.66
51.07
54.00
53.70
20
48.50
54.50
+/-42.65
53.33
52.75
53.84
50.00
49.50
46.27
53.78
53.50 52.67
54.81
49.09
51.07
46.50
47.50
52.00
54.81 54.09
52.78
52.46
44.44
52.63 54.82
0
52.00
Corniche
43.75
+/-51.
54.82
+/-45.20
43.42
54.57
53.5
47.43
47.00
46.14
52.14
50.50
39.93
50.00
54.98
53.13
49.06
53.00
47.25
47.11
51.50
54.57
53.50
53.13
44.55
50.29
49.01
47.50
46.00
44.87
Faîte
53.00
49.00
CHALLENGE
54.98
54.00
52.50
52.00
51.50
52.65
Faîte
47.92
46.80 46.89
47.77
42.25
45.40
48.00
52.58
50.53
15° 40° 65°
49.02
42.24
48.50
51.07
50.29 49.01
with the developer.
39.68
52.50
+/-45.20
Corn
48.00
54.03
52.82
50.72
49.35
42.14
+/-46.25
» Contexte bâti
52.00
51.50
51.00
39.68
44.65
45.00
52.68
52.50
44.53
44.00
42.19 41.06
40.74
Faîte
54.00 53.71
Différ ence 13,5m) » Pente de terrain (9 à 16%, » Conte xte bâti
46.15
39.66
53.00
C
46.57
44.19
49.00
49.29
47.92
+/-42.30
49.32
49.58
49.33
47.43 47.55
+/-43.30
0
47.00
50 m
25
44.27
53.5
21 dec
53.79
51.76 52.65
54.09
42.88
0
21 mars-sep
52.75
52.58
50.53
5
52.68
50.72
49.35
49.43
48.15
53.84
47.55
47.43
53.50
52.82
51.66
51.07
49.38
43.99
42.39
51.23
48.50
46.27
54.03
53.00
45.90
45.50
43.64
51.07
44.76
0
.65 +/-42
52.46
49.33
44.20
Faîte
.5
47.11
Corniche
47 47.25
+/-42.10 Faîte +/-42.80
54.00
46.00 45.70
50.79
49.00
48.53
44.72
43.69
43.67
42.27
46.62
+/-43.84
47.50
Corniche
+/-41.80
54.50
53.70
47.43
47.00
47.43
44.78
44.28
45.00
43.35
42.77
42.36
41.61
40.85
Faîte +/-43.45
Bas toiture
54.82
54.81
0
47.11
46.50
54.04
48.15
39.44
54.57
53.50
54.09
47.5 47.25
42.25
53.33
49.29
42.97
42.33
42.07
43.15
42.96 42.28
42.09
42.03
42.12
54.98
53.13 50.53
49.06
47.50
46.89
42.24
49.32
+/-47.50
Faîte
+/-43.50
Faîte
49.01
47.92
46.80
49.58
+/-45.90
00
46.80 46.89
43.29
42.69
41.97
52.65
48.53
49.50
fossé
41.29
41.06
52.58
50.29
49.33
47.55
50.00
49.74
43.76
+/-43.65
Corniche
+/-40.85
Corniche
38.36
51.07
48.52
50.50
51.23
40.77
40.50
40.06
39.27
38.20
42.94
49.29
48.10
48.33
45.50
45.25
44.53
43.52
42.71
42.50
41.57
fossé
40.60
40.22
39.46
38.90
38.76
38.50
43.42
54.0021 juin 54.03
53.70
49.32
52.78
48.68
44.23
43.00
42.08
48.52
41.65
41.82
41.81
41.00
40.80
41.88
Corniche
48.
49.06
50 m
49.58
49.09
49.35
47.10
Faîte
54.09
47.92
46.88
44.98
43.71
43.50
42.96
43.17
42.00
42.82
43.00
42.99
42.71
.20 +/-45
25
5
52.14
46.00
46.34
46.23
44.00
43.78
45.11
43.15
43.65
43.32
43.50
43.75
39.93
54.50
0
49.00
43.00
0
48.50
47.55
45.31
44.50
44.65
44.41
44.00
43.75
39.63
39.30
» Orientation (Nord -Est) project 54.81
Corniche
Diffé rence 13,5m) » Pente de terrain (9 à 16%,
45.00
48.47
43.82
44.50
39.45
39.06
38.67
38.45
38.48
.00
49.0
0
42.27
40.85
45.44
49.00
47.17
44.00
45.40
44.87
44.55
44.44
38.83
42.14
Corn
54.82
.5
+/-42.10
+/-42.80
+/-41.80
» Contexte arboré
21 dec
53.00 52.98
52.50
52.00
51.50
51.00
49.50
48.96
47.50 47.00
46.79
46.50
45.11
48.10
45.00
44.53
43
Faîte
54.57
53
Faîte
+/-43.45
50.50
50.00
47.26
45.66
45.50
45.23
44.19
39.68
42.24
Bas toiture
50.25
49.40
48.50 48.00
46.14
39.66
43.50
.00
.00
53
54
.50
54.98
53.13 50.53
52.67
49.00
47.10
49.43 46.00
0
+/-46.25
41.84
Faîte
+/-47.50
51.00
50.72
53.50
52.63
50.61
49.02
47.35
47.00
46.50
.5
+/-51.20
52
50.29
53.78
53.71
51.76
49.09
47.77
47.50
theEprocess • D ofI Aco-creation G N O of S the TI
densify the area and to keep the surface as permeable as possible. 49.01
54.00 51.23
50.00
49.02
48.00
45.00
Corniche
42.39
42.19 41.06
40.74
.20 +/-45
Faîte
Corniche
+/-43.65
Faîte
+/-43.50
54.04
50.00
49.00
46.15
Faîte
52.00
51.50
52.65
Faîte
51.50
53.79 53.84
48.50
46.57
38.68
41.61
41.06 40.77
40.50 40.22
40.06
39.44
39.27
+/-40.85
21 mars-sep
53.33
52.75
52.46
49.50
48.15
38.80
fossé
44.76
fossé
41.29
40.80
41.88 40.60
15° 40° 65°
44.20
39.46
38.90
+/-42.65
39.66
44.78
44.28 44.72
43.76 43.69
43.67
44.50
51.66
48.53
48.52
.0
41.00
42.71
45.00
43.35
42.97
42.77
42.36
39.63
39.30
38.67
38.76
21 juin
52.00
analyses were very important in
52.58
38.45
38.48
52.68
52.82
46.27
42.88
0
44
41.57
43.00
42.99
39.93
42.33
42.07
43.15
42.96 42.28
42.09
42.03 42.12
54.03
52.50
50.50
49.38
49.35
49.43
44.53
42.94
42.14
44.27
44
43.99
44.53
43.52 43.29
42.69 41.97
47.10
45.50 45.25
42.71
42.50
41.65
41.82
39.45
39.06
38.68
53.00
50.79
+/-42.65
Corn
51.07
49.33
52.78
51.07
51.00
50.72
43.50
Faîte
43.00
42.08
41.81
46.00
46.88
46.23
44.98
43.71
44.23 42.96
42.00
42.82
48.47 48.33
46.50 46.34
44.00
43.50 43.82 43.17
43.32
43.50
48.68
47.00
46.79
45.31
44.50 44.00 43.78
45.11
43.15
43.65
43.75
38.83
38.80
+/-46.25
53.50
and schemes, the following
49.32
49.29
54.00
53.70
52.14
+/-45.20
43.64
45.66
45.00
44.65 44.87
44.41
44.00
43.75
+/-45.20
Corn
49.00
21 dec
54.50
51.50
51.66
51.07
43.42
42.24
45.23 45.11 45.40
44.50
44.44
+/-42.30
52.00
45.00
44.00
49.09
47.50 47.17
+/-45.20
Faîte
49.74
49.50
48.96
48.00 47.26
45.50
Faîte +/-43.30
52.50
43.99
41.84
49.40
48.50 46.14
46.00
42.39
42.19 41.06
40.74
Faîte
50.00
49.00
46.50
46.15
Corniche
47.43
52.68
46.62
0
21 dec
51.23
50.25
49.02 47.10
21 juin
54.82
0
47.43
49.58
54.09
54.00
53.00
53.00
48.10
.0
51.00 50.50 47.35
45.00
44.55
54.00 53.70
51.66
44.53
44.00
51.50
50.61 47.77
47.00
44.19
+/-43.84
53.50
52.82
49.38
45.90
43.64
42.19 41.06
48.00
47.50
44.27
39.68
39.66
54.50
49.43
48.10
43.99
43.64
Faîte +/-45.90
54.03
53.70
44.50
E • DIAGNOSTIC
Corn
54.82
51.07
49.38
45.00
53.00 52.98 52.50
52.00
46.57
Corniche
48.00
00
45.90
45.50
45.44
.00
.50
45
52.67
45.90
45.50
44.50
53.50
52.63
49.02
47.43
45.44
53.78
49.09
42.94
+/-51.20
54.50
54.00
47.43
46.00
45
+/-45.20
50.00
49.00
48.50
Faîte
48.50 49.06
47.
45.70
46
45.70
number of properties available and high demand. The idea was to
43.00
.00
0
54.81
46.50
45.44
51.76
49.50 48.53
42.88
» Orientatio n (Nord -Est)
.5
In order to develop the scenarios
property caractheristics, was suffering real state pressure from low
46.89
.00
53
53.00
54.00
52.50
52.00
51.50
.5
49.00
54.82
50.53
46.50
42.25
54.00 53.71
15° 40° 65°
54.57
47
42.24
42.39
0
54
0 54.98
53.50 53.13
47.50
47.00
42.25
40.74
50.53
43.50
52.50
52.00
0 51.5
48.0 52.65
54.09
0
54.04 51.23
46.62
42.24
+/-42.65
21 mars-sep
53.79 53.84
42.14
+/-45.20
Faîte
54.57
53.50
54.81
46.00
50.79
50.00
46.50
42.25
45.70
52.75
54.57
53
53.13
50 48. 52.58
47.5
42.24
50.50
47.43
47.00
53.33
48.15
Corniche
54.09
51.07
50.29 49.01
47.25
50.72
47.11
52.78
52.46
51.00
47.50
47.25
52.14
51.50
46.27
Corniche
49.06
49.29
52.00 51.66
21 mars-sep
49.32
49.33
52.68
52.50
48.52
38.36
54.98
53.50 53.00
46.89
21 juin
54.03
52.82
43.42
41.84
+/-45.20
54.98
53.13
49.06
53.50 54.00 53.70
48.10
44.53
38.20
52.65
54.81
49.58
47.50
47.55
Faîte
47.92
47.50
52.58
47.92
46.80
Located just before the entrance of the village, the site, with a rural
42.19 41.06
40.74
Faîte
52.65
54.09
46.80
49.35
38.50
47.11
47.55
49.43
43.99
42.39
Corniche
46.89
.5
52.50
48.00
51.07
50.29
50.53
42.24
53
48.50
49.32
49.58
47.25
53.13
45.90
45.50
52.58
47.92
54.50
49.38
46.00
E • DIAGNOSTIC
STUDIES
51.07
50.29 49.01
47.55
54.82
51.07
44.50
47.11
50.29
47.43
47.00
46.50
42.25
44.00
46.80
49.01
52.00
49.00
47.11
42.24
43.64
46.89
49.33
51.50
47.25
50.53
54.57
53.50
45.00
47.92
49.29
49.06
47.50
45.70
47.55
49.29 49.58
49.33
54.98
53.13
54.81
47.92
46.80
46.89
49.01
49.32
15° 40° 65°
52.65
54.09
49.29
21 dec
52.58
50.29
50.53
45.44
49.33
» Pente de terrain (9 à 16%, Différence 13,5m)
21 juin 21 mars-sep
51.07
49.01
47.55
49.00
PROJECT
49.29
49.33
RESIDENTIAL MASTER PLAN
» Orientation (Nord-Est)
49.32
49.58
SECTION
REHABILITATION OF 12 SUBWAY STATIONS
BROOKLYN, NY | 2011
9th Avenue 50th Street 55th Street 71st Street
Fort Hamilton Parkway
62nd Street Station
79th Street 18th Avenue 20th Avenue
Bay Parkway
North Mezzanine (closed to Public)
South Mezzanine - FULL TIME
Rehabilitate Street Stairs
Remove stairs and walls
Remove Vestibule
Reconfiguration of Control Area
Rehab Floor Slab
Remove Exterior Walls
New Platform Stairs
9TH AVENUE STATION
Maintain EDR and Comm Rooms
25th Avenue
EXISTING NORTH MEZZANINE
Bay 50th Street
EXISTING SOUTH MEZZANINE
West End BMT Four Stations, Line Structure, CCR Risk Assessment Workshop
PROJECT The scope of this project was to renovate and rehabilitate twelve stations,
North Mezzanine - UNMANNED
FORT HAMILTON PARKWAY STATION
to repair 9,7 kilometers of the steel and concrete viaduct, including spatial
Free transfer
reorganization to improve circulation, give visual coherency to the West
HEET, Railings, gates
South Mezzanine - FULL TIME New Walls and Entrance additional Station Rooms
Fire Standpipe System
End Line of the NYC subway, historical preservation, compliance with the
Open Balconies to Platform
Platform and Street Stairs
Americans with Disabilities Act (ADA) providing accessibility upgrades,
Maintain EDR
integration of public art, and modernization of building systems.
Communications System
CHALLENGE NORTH MEZZANINE CONFIGURATION
SOUTH MEZZANINE CONFIGURATION
Having to conduct field investigations, plan the construction and changes in a way so as to keep all stations active at all times creating perpetual access to the ticket booths, turnstiles, platforms and street. To provide a better accessibility in these hundred years old structure stations
BAY PARKWAY STATION
through the upgrade of all platforms to reduce the gap between the train and the platform.
REHABILITATION, EXTENSION AND RESTORATION - CITY PROJECTS
ROLE Project phase: I coordinated the extensive station renovations at Fort
PLATFORM PLAN
Hamilton Parkway; the stairs and canopies renovation for all the stations; and I was responsible for the working sequences schemes for the principal stations: Ft Hamilton, 62nd Street, 9th Avenue and Bay Parkway, the latter two are listed on the National Register of Historical Places.
Relocate Agent to North Mezzanine to Maximize Work
Construction phase: managed the construction administration, represented
Area at South Mezzanine
the firm in meetings, received and approved project submittals and shopdrawings.
NORTH MEZZANINE WORK RESTRICTIONS AND SEQUENCE
SOUTH MEZZANINE
INTERIOR FIT-OUT INTERIOR FIT-OUT 100% 100% CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS 100% CONSTRUCTION DOCUMENTS STONY BROOK UNIVERSITY STONY BROOK HOSPITAL UNIVERSITY HOSPITAL
CPEP | STONY BROOK UNIVERSITY MEDICAL CENTER EXTENSION
FEBRUARY FEBRUARY 22, 22, 2010 2010 STONY STONYBROOK, BROOK,NEW NEWYORK YORK
PROJECT
EXIT 3 SEE SEEA-104 A-104FOR FOREXTENT EXTENTOF OFWORK WORK 43 PERSONS EXITING CPEP ININEXTERIOR EXTERIORSHELL SHELLAND ANDSITE SITE 340 PERSONS CAPACITY CONTRACT. CONTRACT. @ EXIT
COMPREHENSIVE COMPREHENSIVE PSYCHIATRICPSYCHIATRIC EMERGENCYEMERGENCY PROGRAM PROGRAM
was an extension of the
4-020 4-020
4-023 4-023
4-022
FEFE
4-021A
4-039 4-039
FAFA
4-045 4-045
122 sf
4-030 4-030
AA
REFUGE REFUGEAREA AREA
REFUGE AREA FAFA
PYXI S
PYXI S
121121 sf sf
FEFE
118 sf
120120 sf sf
4-028
4-029 students to and medical
8' 8' - 0" - 0"
22 3' 3' - 8- 1/4" 8 1/4" EXIST EXIST . . A321 A321
22
STST STL STL BASE BASE
APPLICABLE APPLICABLECODES CODES
LEVEL LEVEL4 4 0"0"
BUILDING BUILDINGCODE CODE1'OF NEW NEW YORK YORKSTATE, STATE, 1' -OF 8" - 8" 8' 8' - 0" - 0" 8' 8' - 0" - 0" 2007 3'2007 3' - 8- 1/4" 8 1/4" EXIST EXIST . . FIRE FIRECODE CODEOF OFNEW NEWYORK YORKSTATE, STATE,2007 2007
8' - 0"
EXIST2 A321
3' - 8 1/4" .
T.O. METAL DECK 11' - 4" 22 ED EDMAIN MAIN ENTRANCE ENTRANCE ELEVATION A303 A303 33 5 = 1'-0" SCALE SCALE1/8" 1/8"= =1'-0" 1'-0" SCALE 51/8" A321 A321
A.
ST STL BASE
STST STL STL BASE BASE
LEVEL LEVEL4 4 0"0"
LEVEL LEVEL4 4 0"0"
BUILDING CODE 1'OF YORK STATE, 2007 - 8" NEW 8' - 0" 8' - 0" 3' - 8 1/4" . FIRE CODE OF NEW YORK STATE, 2007
22
A303 A303
7 33 A303 A303 A303
5
0' - 4" TYP
A321 METAL METAL PANELS PANELS
T.O. T.O.METAL METALDECK DECK LEVEL 4 LEVEL 4 14' 14'- 0" -40" 7 LEVEL A303 0"0" 0"B O FASCIA B BOOFASCIA FASCIA 10' 10'- 8" - 8" 10' - 8"
The CPEP’s exterior
1'-0"
5
77 A303 A303
LEVEL 4 0"
1" 1" INSUL INSUL SPANDREL SPANDREL GLGL 2 ELEVATION ELEVATION ED MAIN ENTRANCE A303 55 3 1" 1" INSUL INSUL GL GL SCALE SCALE SCALE 1/8" 1/8"=1/8" =1'-0" 1'-0" = 1'-0"
2
A
LEVEL LEVEL4 4 0"0"
REVISION NO.
HONED HONED FACE FACE CMU CMU
1' - 8" PROPOSED PROPOSED CPEP CPEP EXISTING EXISTING
T.O. PARAPET EMERGENCY EMERGENCY DEPARTMENT - 0" DEPARTMENT T.O. METAL DECK LEVEL 4 KEYPLAN 14' - 0" KEYPLAN 0"
OPP OPP 2 2 A303 HND HNDA303 HONED HONED FACE FACE CMU CMU
3 A303
DATE:
3 A303
PROPOSED PROPOSED CPEP CPEP
KEYPLAN
5
ELEVATION 1/8" = 1'-0"
N PROPOSED CPEP
2 OPP HND A303
1" INSULSCALE GL
7 A303
METAL PANELS
LEVEL 4 0"
N
EXISTING EMERGENCY DEPARTMENT
HONED FACE CMU
1" INSUL SPANDREL GL
E.E. 6.1. 6.1.
LEVEL 4 0"
VALVE CABINET
FA
FIRE FIREALARM ALARMPULL PULLSTATION STATION
FIRE ALARM PULL ST
FIRE EXTINGUISHER
DF DF
DRINKING DRINKINGFOUNTAIN FOUNTAIN
DF
DRINKING FOUNTAIN
AREA AREA
PERSONS PERSONS
AREA
LEVEL 4
SMOKE ZONE A
(9,245 (9,245SF SF/100 /100GSF GSFPER PERPERSON) PERSON)= =9393PERSONS PERSONS
9,245 9,245SF SF
REQUIRED REQUIREDREFUGE REFUGE
2,790 2,790SF SF
AVAILABLE AVAILABLEREFUGE REFUGE
4,700 4,700SF>2,790 SF>2,790SF SF
9393PERSONS PERSONSXX3030SF/PERSON SF/PERSON= =2,790 2,790SF SF
REVISION REVISION NO. NO.
EXISTING EMERGENCY DEPARTMENT
CHAPTER CHAPTER6 6- TYPES - TYPESOF OFCONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTIONCLASSIFICATION CLASSIFICATION
HONED FACE CMU
EXIT
FE
9,245 SF
(9,245 S
REQUIRED REFUGE
2,790 SF
93 PER
AVAILABLE REFUGE
4,700 SF>2,790 SF
9393PERSONS PERSONSTOTAL TOTAL
DATE:
PROPOSED CPEP
CODE COMPLIANCE -OPP LEVEL 5 PLAN 2 HND A303 1/16" = 1'-0"
2
DESCRIPTION
KEYPLAN
2 A303
1" INSUL SPANDREL GL
NN
ELEVATION EXISTING EXISTING METAL 4 PANELS EMERGENCY EMERGENCY SCALE 1/8" = 1'-0" DEPARTMENT DEPARTMENT ST STL BASE
2 A303
A
1"T.O. INSULPARAPET GL 17' - PANELS 0" METAL T.O. METAL DECK LEVEL 4 14' - 0" 0"B O FASCIA 10' - 8"
7 A303
17' ST STL BASE
LEVEL 4 0"
T.O. PARAPET 17' - 0" T.O. METAL DECK 14' - 0" BO FASCIA METAL COPING 10' - 8"
NN
METAL COPING
A303 HND HNDA303
METAL COPING
EXIT STAIR
FIRE FIREEXTINGUISHER EXTINGUISHERCABINET CABINET
SMOKE SMOKEZONE ZONEAA
DATE: DATE:
2 HOURS HORIZONTAL SHAFT T.O. PARAPET 17' - 0" ENCLOSURE FOR PIPING T.O. METAL DECK 14' - 0" KEYPLAN KEYPLAN
1' - 8"
A321 METAL METAL PANELS PANELS
DESCRIPTION
A
DESCRIPTION DESCRIPTION
EXIT SIGN
EXIT EXITSTAIR STAIR
E. 6.1.
DESCRIPTION DESCRIPTION
DATE: DATE:
REVISION NO.
CHAPTER 6 - TYPES OF CONSTRUCTION CONSTRUCTION CLASSIFICATION
DE
EAST EASTHANOVER HANOVERNJ NJ07936 07936
ST STL BASE CORRIDOR CORRIDORDOORS DOORS 4.4. CORRIDOR DOORS NYSBC NYSBC- TABLE - TABLE601, 601,2006 2006 TYPE TYPEIAIACONSTRUCTION CONSTRUCTION NYSBC - TABLE 601, 2006 TYPE IA CONSTRUCTION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ED MAIN ENTRANCE ELEVATION ELEVATION NO NOFIRE FIREPROTECTION PROTECTIONRATING RATINGREQUIRED. REQUIRED. NO FIRE PROTECTION RATING REQUIRED. NYSBC NYSBC - SECTION - SECTION 407.3.1 407.3.1 NYSBC - SECTION 407.3.1 1414 14 NFPA NFPA101 101 TABLE TABLE18.1.6.2 18.1.6.2 TYPE TYPEI I NFPA 101 TABLE 18.1.6.2 TYPE I 44 2 55 3 4 5 SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"SCALE 1/8" = 1'-0"33 SCALE SCALE 1/8" 1/8" =1'-0" 1'-0" =NO 1'-0" 1/8" = 1'-0"POSITIVE SCALE 1/8" = 1'-0" NO1SELF-CLOSING NOR AUTOMATIC CLOSING DEVICES, POSITIVE 5 5 22 13SCALE 11=1/8" 1SELF-CLOSING 1SELF-CLOSING 7 NOR 6 AUTOMATIC 5 SCALEDEVICES, 3 2 NO NOR AUTOMATICCLOSING CLOSING DEVICES, POSITIVE 1994/1995 SUPPLEMENT NYSBC NYSBCSEISMIC SEISMICSITE SITECLASSIFICATION CLASSIFICATIONTABLE TABLE1615.1.5 1615.1.5 CC NYSBC SEISMIC SITE CLASSIFICATION TABLE 1615.1.5 C 4 4 4 LATCHING LATCHINGISISREQUIRED. REQUIRED. LATCHING IS REQUIRED. NATIONAL NATIONALELECTRICAL ELECTRICALCODE CODE- NFPA - NFPA7070- 1996 - 1996AND AND1999 1999 NATIONAL ELECTRICAL CODE - NFPA 70 - 1996 AND 1999 A345 A345 A345 49 49West West37th 37thStreet Street 88 4 4ENERGY CONSERVATION 11 8 4 1 GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL ENERGY ENERGYCONSERVATION CONSERVATIONCONSTRUCTION CONSTRUCTIONCODE CODEOF OFNEW NEWYORK YORKSTATE, STATE,2007 2007 CONSTRUCTION CODE OF NEW YORK 2000 STATE, 200718.3.6.3 6.2. 6.2. NORDISTANCE DISTANCESEPARATION SEPARATION 6.2. DISTANCE SEPARATION 2000- NFPA - NFPA 18.3.6.3 2000 - NFPA 18.3.6.3UNLESS NO NOSELF-CLOSING SELF-CLOSINGNOR NORAUTOMATIC AUTOMATICCLOSING CLOSING DEVICES, DEVICES, UNLESSININREQUIRED REQUIREDEXITS, EXITS,SMOKE SMOKE NO SELF-CLOSING AUTOMATIC CLOSING DEVICES, UNLESS IN2'-3" REQUIRED SMOKE 2'-4EXITS, 2'-4 3/4" 3/4" 2'-4 3/4" 2'-3" 2'-3" STST STL STL SCREEN SCREEN ON ON ST STL SCREEN ON SCREEN SUPPORT SCREEN SUPPORT SCREEN SUPPORT Sixth SixthFloor Floor A302 A302 A302 A302 A303 A303 A302 A302 A303 NEW NEWYORK YORKSTATE STATEHOSPITAL HOSPITAL CODE, CODE, NYCRR NYCRRPART PART712, 712,REVISED REVISED1998 1998 NEW YORK STATE HOSPITAL CODE, NYCRR PART 712, REVISED 1998 GALVANIZED GALVANIZED STL STL STRUCT STRUCT GALVANIZED STL STRUCT BARRIERS, BARRIERS,HAZARDOUS HAZARDOUSAREAS, AREAS,VERTICAL VERTICALOPENING OPENINGENCLOSURES, ENCLOSURES,POSITIVE POSITIVELATCHING LATCHING BARRIERS, HAZARDOUS AREAS, VERTICAL OPENING ENCLOSURES, POSITIVE LATCHING New NewYork, York,NY NY10018 10018 AIA AIAGUIDELINES GUIDELINESFOR FORDESIGN DESIGNAND ANDCONSTRUCTION CONSTRUCTIONOF OFHOSPITALS HOSPITALSAND ANDHEALTH HEALTHCARE CAREFACILITIES FACILITIES- 1996-1997 - 1996-1997 AIA GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE FACILITIES - 1996-1997 REQUIRED REQUIREDEXCEPT EXCEPTTO TOTOILETS, TOILETS,BATHROOMS. BATHROOMS. REQUIRED EXCEPT TO TOILETS, NYSBC NYSBC- TABLE -BATHROOMS. TABLE602 602 EXTERIOR EXTERIORSEPARATION SEPARATIONOF OFLESS LESSTHAN THAN5’-0”, NYSBC 5’-0”,1 1HR HR - TABLE RATED RATED 602 EXTERIOR EXTERIORWALLS WALLSREQUIRED. REQUIRED. EXTERIOR SEPARATION OF LESS T.T.212.239.0220 212.239.0220 THAN 5’-0”, 1 HR NFPA NFPA101 101LIFE LIFESAFETY SAFETYCODE CODE- 2000 - 2000 NFPA 101 LIFE SAFETY CODE - 2000 49 49 WEST WEST 37th 37th STREET STREET 49 WEST 37th STREET EXTERIOR EXTERIORSEPARATION SEPARATIONOF OFLESS LESSTHAN THAN5’-0” 5’-0”OR ORMORE, MORE,BUT BUTLESS LESSTHAN THAN10”-0”, 10”-0”,1 1HR HRRATED RATEDEXTERIOR EXTERIORWALLS WALLS EXTERIOR SEPARATION OF LESS THAN 5’-0” OR MO 2 266 22 22 2 6 2 2 1 F.F.212.563.5621 212.563.5621 13 13 CARE11 11 55 333 3 22 13 1 1 11 11 7 5 3 3 2 1 NEW NEW YORK, YORK, NYNY 10018 10018 NEW YORK, NY 10018 NFPA NFPA99, 99,HEATH HEATHCARE CAREFACILITIES FACILITIES- 1999 - 1999 NFPA 99, HEATH FACILITIES - 1999 77 A303 KEYPLAN KEYPLAN KEYPLAN METAL METAL COPING COPING METAL COPING NN A303 A303 A251 A251 - (SMOKE A303 A303 A251 A251 A303 A251 A303 A251 4.5. 4.5. SUBDIVISION SUBDIVISIONOF OFA303 BUILDING BUILDINGSPACES SPACES - (SMOKE COMPARTMENTS-ZONES) COMPARTMENTS-ZONES) 4.5. SUBDIVISION OF A303 BUILDING SPACES - (SMOKE COMPARTMENTS-ZONES) t. 212.239.0220 t. 212.239.0220 t. 212.239.0220 REQUIRED. REQUIRED. REQUIRED. www.urbahn.com www.urbahn.com AMERICAN AMERICANNATIONAL NATIONALSTANDARD STANDARDACCESSIBLE ACCESSIBLEAND ANDUSABLE USABLEBUILDINGS BUILDINGSAND ANDFACILITIES FACILITIESICC/ANSI ICC/ANSI AMERICAN NATIONAL STANDARD ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ICC/ANSI f. 212.563.5621 f. 212.563.5621 f. 212.563.5621 SMOKE SMOKEBARRIER(ZONES) BARRIER(ZONES) SMOKE BARRIER(ZONES) EXTERIOR EXTERIORSEPARATION SEPARATIONOF OF10’-0” 10’-0”OR ORMORE, MORE,BUT BUTLESS LESS THAN THAN30’-0”, 30’-0”,1 1HR HRRATED RATEDEXTERIOR EXTERIORWALLS WALLS EXTERIOR SEPARATION OF 10’-0” OR MORE, BUT L PROPOSED PROPOSED 88 4A117.1 4 11 8 4 1 A117.1 A117.1- 1996 - 1996AND AND2003 2003 - 1996 AND 2003 T.O. T.O.PARAPET PARAPET T.O. PARAPET CPEP CPEP STST STL STL SCREEN SCREEN ON ON ST STL SCREEN ON REQUIRED. REQUIRED. REQUIRED. 60 60 PARK PARK PLACE, PLACE, SUITE SUITE 302302 60 PARK PLACE, SUITE 302 OF TWO A302 A302 A302 A302 A303 A302 A302 A303 NYSBC- SECTION - SECTION407.4, 407.4,SEC. SEC.709 709 SMOKE SMOKEBARRIERS BARRIERSTO TOBE BEMINIMUM MINIMUM1 1HR. NYSBC HR.FIRE FIRE - SECTION RATED. RATED.PROVIDE PROVIDE 407.4, SEC. MINIMUM MINIMUM 709 OF OFTWO TWO SMOKE BARRIERS TO BE MINIMUM 1 HR. FIRE RATED. PROVIDE MINIMUM 17' 17' - 0" 17'- 0" - 0"AMERICANS AMERICANSWITH WITHDISABILITIES DISABILITIES ACT ACT ACCESSIBILITY ACCESSIBILITY GUIDELINES GUIDELINES AMERICANS WITHA303 DISABILITIES ACT GUIDELINESNYSBC GALVANIZED GALVANIZED STL STL STRUCT STRUCT GALVANIZED STLACCESSIBILITY STRUCT EXISTING EXISTING EXISTING NEWARK, NEWARK, NJNJ 07102 07102 NEWARK, NJ 07102 EXTERIOR EXTERIOR SEPARATION SEPARATION OF30’-0” 30’-0”OR ORMORE, MORE, NO NORATED RATEDEXTERIOR EXTERIORWALLS WALLSREQUIRED. REQUIRED. EXTERIOR SEPARATION NO RA EMERGENCY EMERGENCY EMERGENCY STAINLESS STEEL SCREEN STAINLESS STEEL SCREEN OF 30’-0” OR MORE, STAINLESS STEEL SCREEN OF COMPARTMENTS COMPARTMENTSPER PERSTORY STORYWITH WITHAN ANOCCUPANCY OCCUPANCY> >5050PERSONS PERSONS COMPARTMENTS PER STORY WITH AN OCCUPANCY > 50 PERSONS T.O. T.O.METAL METAL DECK DECK T.O. METAL DECK t. 973.639.0194 t. 973.639.0194 t. 973.639.0194 STATE STATE UNIVERSITY UNIVERSITYCONSTRUCTION CONSTRUCTIONFUND FUND- JAN. - JAN.2003 2003 STATE UNIVERSITY CONSTRUCTION FUND - JAN. 2003 DEPARTMENT DEPARTMENT DEPARTMENT f. 973.639.0077 f. 973.639.0077 f. 973.639.0077 14' 14' - 0" 14'- 0" - 0" MEP MEPENGINEERS: ENGINEERS: F.F. CHAPTER CHAPTER7 7- FIRE - FIRERESISTANCE RESISTANCERATED RATED CONSTRUCTION CONSTRUCTION F. CHAPTER 7 - FIRE RESISTANCE RATED CONSTRUCTION 66 6 49 49 WEST WEST 37th 37th STREET STREET 49 WEST 37th STREET 22 2 2 2 2 3 3 1 1 2 2 2 3 1 2000 2000NFPANFPA-18.3.7, 18.3.7,18.3.7.1 18.3.7.1THROUGH THROUGH 18.3.7.5 2000 NFPA18.3.7.1 THROUGH SMOKE SMOKECOMPARTMENT COMPARTMENTTO TOBE BEMAX.22,500 MAX.22,500 SQ SQFTFT18.3.7, - AUTOMATIC - AUTOMATIC SPRINKLERS SPRINKLERS AND ANDAUTOMATIC AUTOMATIC SMOKE COMPARTMENT TO BE MAX.22,500 SQ FT - AUTOMATIC AND AUTOMATIC A321 A321 18.3.7.5 A321 LOWER LOWERROOF ROOF LOWER ROOF NEW NEW YORK, YORK, NYNY 10018 10018 18.3.7.5 NEW SPRINKLERS YORK, NY 10018 B.B. T.O. CHAPTER CHAPTER 3 3 USE USE AND AND OCCUPANCY OCCUPANCY CLASSIFICATION CLASSIFICATION B. CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION METAL METAL COPING COPING METAL COPING A303 A303 A303 A303 A251 A251 A303 A303 A251 A251 A303 A303 A251 A303 A251 STRUCTURAL STRUCTURAL ENGINEERS: ENGINEERS: STRUCTURAL ENGINEERS: t. 212.239.0220 t. 212.239.0220 t. 212.239.0220 T.O. METAL DECK T.O.METAL METALDECK DECK Lizardos LizardosEngineering EngineeringAssociates Associates FIRE FIREDETECTION DETECTIONREQUIRED. REQUIRED. FIRE DETECTION REQUIRED. f. 212.563.5621 f. 212.563.5621 f. 212.563.5621 7.1. 7.1. FIRE FIRERESISTANCE RESISTANCE RATINGS RATINGS FOR FOR BUILDING ELEMENTS ELEMENTS 7.1. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS 11' 11' - 4" 11'- 4" - 4" 2" 2" EXP.JT. EXP.JT. 2" EXP.JT. YSRAEL YSRAEL A.A. SEINUK, SEINUK, PCPC YSRAEL A. SEINUK, PC BUILDING 200 200Old OldCountry CountryRoad Road 88 ONE ONE WOODBRIDGE WOODBRIDGE CENTER CENTER SUITE SUITE 510 510 8 ONE WOODBRIDGE CENTER SUITE 510 PARAPET PARAPET PARAPET MAXIMUM MAXIMUMTRAVEL TRAVELNYSBC NYSBC407.4, 407.4, NFPA NFPA18.3.7.1 18.3.7.1(4)(4) METAL MAX MAXTRAVEL TRAVELFROM FROMANY ANYPOINT POINTTO TOAN AN MAXIMUM ACCESS ACCESS DOOR TRAVEL DOOR IN IN NYSBC THE THE SMOKE SMOKE 407.4, BARRIER NFPA BARRIER 18.3.7.1 ISIS200’. 200’. (4) MAX TRAVEL FROM ANYNYSBC POINT-TO AN ACCESS DOOR IN THE60SMOKE BARRIER IS 200’. 3.1. 3.1.B BT.O. CONSTRUCTION CONSTRUCTIONCLASSIFICATION CLASSIFICATIONCOMPLIANCE COMPLIANCE 3.1. B T.O. CONSTRUCTION CLASSIFICATION COMPLIANCE OT.O. OCANOPY CANOPY O CANOPY TYPE TYPE1A1A TYPE 1A NYSBC TABLE - TABLE 601 601 NYSBC - TABLE 601 Mineola, Mineola,NY NY11501 11501 METAL PANELS PANELS METAL PANELS WOODBRIDGE, WOODBRIDGE, NJNJ 07095 07095 60 60 WOODBRIDGE, NJ 07095 A321 A321 A321 PARK PARK PLACE, PLACE, SUITE SUITE 302302 PARK PLACE, SUITE 302 17' 17'- 0" - 0" 17' - 0"
11
STST STL STL BASE BASE
ELEVATION ELEVATION MECHANICAL MECHANICALCODE CODEOF OFNEW NEWYORK YORKSTATE, STATE,2007 2007 SCALE SCALE 1/8" 1/8"= =1'-0" 1'-0" NATIONAL NATIONAL STANDARD STANDARDPLUMBING PLUMBINGCODE CODE- 1993 - 1993WITH WITH1994/1995 1994/1995SUPPLEMENT SUPPLEMENT
22
ELEVATION ELEVATION 1 SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
4.4. 4.4.
1' - 8"
CODE CODECOMPLIANCE COMPLIANCE-OPP -LEVEL LEVEL55PLAN PLAN OPP 2 2 METAL PANELS
1" 1" INSUL INSUL SPANDREL SPANDREL GLGL 2 A303 T.O. PARAPET PARAPET T.O. PARAPET 1"T.O. 1" INSUL INSUL GL GL
more pleasant.
METAL PANELS ELEVATION ELEVATIONMETAL PANELS ELEVATION METAL METAL PANELS 4 4PANELS 2 SCALE1/8" 1/8"= =1'-0" 1'-0"SCALE 1/8" = ST STL BASESCALE
APPLICABLE CODES
LEVEL 4 0"
T.O. T.O.PARAPET PARAPET T.O. PARAPET 17' 17'- 0" - 0" 17' - 0" T.O. T.O.METAL METALDECK DECK 14' 14'- 0" - 0" COPING B BO O FASCIA FASCIA BMETAL O FASCIA METAL METAL COPING COPING 10' 10'- 8" - 8" 10' - 8"
22 areas make the spaces 1/16" 1/16" 1'-0" 17' 17'- 0" - 0" 17' - 0" ==1'-0"
77 A303 A303
T.O. T.O.METAL METALDECK T.O. DECK METAL DECK LEVEL LEVEL 4 LEVEL 4 14' 14'- 0" -40" 14' - 0" 0"0" 0"
7 33 A303 A303 A303
ceilings in the main adult
0' - 4" TYP
T.O. T.O.PARAPET PARAPET 17' 17'- 0" - 0"
LEVEL LEVEL4 4 0"0" B BOOFASCIA FASCIA 1'10' - 10' 8"- 8" 8' - 0" - 8"
1' - 8"
22
A303 A303
AA
REVISION NO.
METAL COPING 2 HOUR RATED FLOOR CONSTRUCTION 1' - 8" OVER EXISTING PARKING STRUCTURE
The skylights and faceted
A303
1' 1' - 8" - 8"
REVISION REVISION NO. NO.
METAL COPING METAL METAL COPING COPING
DATE: DATE:
EXISTING BUILDING
EXIT EXITSIGN SIGN
FE FE
LEVEL LEVEL4 4
area and child treatment
METAL METAL COPING COPING
METAL PANELS METAL COPING METAL PANELS METAL METAL PANELS PANELS T.O.PARAPET PARAPET T.O. PARAPET ST STL BASET.O. 17' 17'- 0" - 0" 17' - 0" 2" STEXP.JT. ST STL STL BASE BASE
CODE COMPLIANCE NOTES
ELEVATION ELEVATION 1 SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
LEVEL LEVEL4 4 0"0"
0' - 4" TYP.
5 T.O. 5PARAPET 17' A321 - 0" A321 T.O. METAL DECK LEVEL 47 7 14' - 0" A303 A303 0" LOWER ROOF
METAL METAL PANELS PANELS
2' - 0" 2' - 0" TYP. TYP.
A.A.
EXISTING BUILDING
A321
CODE COMPLIANCE - LEVEL 4 PLAN
1
2
EXITSHAFT 1 2T.O. 2HOURS HOURS HORIZONTAL HORIZONTAL SHAFT T.O. PARAPET PARAPET T.O. PARAPET 17' - 0" - 0" 17' -FOR 0"FORPIPING 2" EXP.JT.17' 50 PERSONS EXITING ENCLOSURE ENCLOSURE PIPING T.O. T.O.METAL METALDECK T.O. DECK METAL DECK 170 PERSONS CAPACITY7 14' 14'- 0" - 0" 14' -METAL 0" COPING
1' 1' - 8" -28"
77 A303 A303
2 2 A303 A303 A303
22
1/16" = 1'-0" CODE COMPLIANCE – LEVEL 4 PLAN
STST STL STL BASE BASE
METAL METAL PANELS PANELS
T.O. T.O.PARAPET PARAPET 17' 17'- 0" - 0"
METAL METAL COPING COPING 2 2HOUR HOUR RATED RATEDFLOOR FLOORCONSTRUCTION CONSTRUCTION 1' 1' - 8" - 8" OVER OVEREXISTING EXISTINGPARKING PARKING STRUCTURE STRUCTURE 1' - 8"
METAL COPING
DESCRIPTION DESCRIPTION
2
A
program.
2' - 0" TYP
8' 8' - 0" - 0"
C AA
TYP.
2' - 0" 2' - 0" TYP. TYP.
1' 1' - 8" - 8"
CODE CODECOMPLIANCE COMPLIANCENOTES NOTES
T.O. T.O.METAL METALDECK DECK 11' 11'- 4" - 4" ELEVATION ELEVATION 11 SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
T.O. T.O.PARAPET PARAPET 17' 17'- 0" - 0" T.O. T.O.METAL METALDECK DECK LEVEL LEVEL 4 14' 14'- 0" -40" 0"0"
STST STL STL BASE BASE 2" 2" EXP.JT. EXP.JT.
2' - 0"
0' - 4" 0' - 4" TYP. TYP.
METAL METAL PANELS PANELS
1/16" 1/16"COMPLICANCE ==1'-0" 1'-0" CODE PLAN CODE CODE COMPLIANCE COMPLIANCE –– LEVEL LEVEL 44 PLAN PLAN T.O. T.O.PARAPET PARAPET 17' 17'- 0" - 0" T.O. T.O.METAL METALDECK DECK LEVEL LEVEL 4 14' 14'- 0" -40" 0"0" LOWER LOWERROOF ROOF
LOWER ROOF T.O. METAL DECK 11' - 4"
1' 1' - 8" - 8"
METAL METAL PANELS PANELS METAL METAL COPING COPING
2' - 0"
CODE CODECOMPLIANCE COMPLIANCE- -LEVEL LEVEL44PLAN PLAN
A321 A321
EXISTING BUILDING
1' 1' - 8" - 8"
A303 B A303
METAL COPING COPING BMETAL BO OFASCIA FASCIA 1'- -8" 10' 10' -8"8" 4
A303 A303
EXISTING EXISTING BUILDING BUILDING
22
44
A303 A303
2' - 0" 2'TYP - 0" TYP
1' 1' - 8" - 8"
EXISTING EXISTINGBUILDING BUILDING METAL COPING
77
4 A303
REVISION REVISION NO. NO.
TRAVEL PATH AND D
EXIT EXIT
25' COMMON PATH OF TRAVEL < 75' MAX.
4-033
FA
AA
2' - 0" TYP
2" 2" EXP.JT. EXP.JT.
LOWER LOWERROOF ROOF T.O. T.O.METAL METALDECK DECK 11' 11'- 4" - 4"
0' - 4" TYP.
EXIT EXIT1 1 T.O. T.O.PARAPET PARAPET T.O. PARAPET 17' 17'- 0" - 0" 17' - 0" 5050PERSONS PERSONSEXITING EXITING T.O. T.O.METAL METALDECK DECK T.O. METAL DECK 170 170 PERSONS PERSONSCAPACITY CAPACITY METAL 14' 14'-METAL 0" -METAL 0" COPING 14' - 0"COPING COPING 77
A
FA FA
4-034
the University’s education
2
0' - 4" 0'TYP - 4" TYP
22
METAL METAL COPING COPING
22
1' - 4" 1'TYP - 4" 0' - 4" 0'TYP - 4"TYP TYP
1' - 8" 1' 1' - 8" - 8"
CC
2' - 0" 2'TYP - 0" TYP
0' - 4" 0' - 4" TYP. TYP.
AA
BB
C AA
METAL METAL COPING COPING
EXISTING EXISTING BUILDING BUILDING
44 A303 A303
T.O. T.O.PARAPET PARAPET 17' 17'- 0" - 0" T.O. T.O.METAL METALDECK DECK METAL METAL 14' 14' - 0" - COPING 0"COPING
11
METAL COPING
METAL METAL COPING COPING 1' 1' - 8" - 8"
B
134 sf
1' - 4" 1'TYP - 4" TYP
METAL METAL COPING COPING
A
A
25' 25'COMMON COMMONPATH PATHOF OF TRAVEL TRAVEL< <75' 75'MAX. MAX.
4-031
0' - 4" 0'TYP - 4" TYP
22
DI 0' MA 0
L VE
SMOKE PARTITION -
TEXT
TRAVEL TRAVELPATH PATHAND ANDDISTANCE DISTANCE
VALVE VALVECABINET CABINET
MOTHER BABY UNIT LEVEL 5
4-035
44'
integrate the CPEP into4-032
0' - 4" 0'TYP - 4" TYP
CC
MOTHER MOTHERBABY BABY
social work, patients,TRA104' < 2
125 sf
FAFA
TYP.
BB
0' - 4" 0'TYP - 4" TYP
134134 sf sf
4-036
FE
4-027
DOOR TO ROOF EQUIP.
120 sf
4-031 4-031
0' - 4" 0'TYP - 4" TYP
AA
DOOR DOORTO TOROOF ROOF FA EQUIP. EQUIP.
= CE provides space for nursing, A N X. ST
4-032 4-032 125125 sf sf
4-055
4-037
safety standards, it LEVEL55 UNIT UNIT 4-026 4-056 LEVEL
4-034 4-034
4-033 4-033
4-029 4-029 118118 sf sf
4-036 4-036
34'
4-039A
4-024A
4-035 4-035
AA
SMOKE SMOKEPARTITION PARTITION- 0- 0HOURS HOURS
TEXT TEXT
100% 100% CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS 100% CONSTRUCTION regulations and NYS Office AUGUST AUGUST 13, 2009 2009 AUGUST 13, 2009 of Mental Health rigorous13,
A
4-037 4-037
4-056 4-056
4-028 4-028
EXISTING EXISTING FIRE BARRIER - 1 HO EMERGENCY EMERGENCY DEPARTMENT DEPARTMENT FIRE AND SMOKE BA
FIRE FIREAND ANDSMOKE SMOKEBARRIER BARRIER- 1- 1HOUR HOUR
REFUGE AREA
4-038
4-055A (NYS) sustainable design
121 sf
= = 44' CECE 44' AN AN X.X. ISITSTMM AA DD ' ' L L 0 0 EE AVAV 2020 TRTR10140'4<' <
PROP PRO CC FIRE AND SMOKE BA
FIRE FIREAND ANDSMOKE SMOKEBARRIER BARRIER- 2- 2HOURS HOURS
A
22'
to meet New York State’s
PYXI S
NUMBER OF PERSONS FROM EXISTING BUI COORDINATION WITH HOSPITAL) ADDED TO ADDITION AT EXIT #3
FIRE FIREBARRIER BARRIER- 1- 1HOUR HOUR
4-054
95 '
EMERGENCY DEPARTMENT 4-026 4-026 LEVEL 4 4-027 4-027
4-055 4-055
95 ' 95 '
EMERGENCY EMERGENCY DEPARTMENT DEPARTMENT LEVEL44 LEVEL
4-024A 4-024A
XXX
EXTERIOR SHELLEXTERIOR & SITE SHELL & SITE
34' 34'
4-039A 4-039A 120 sf
NUMBER NUMBEROF OFPERSONS PERSONSFROM FROMEXISTING EXISTINGBUILDING BUILDING(TO (TOBE BEESTABLISHED ESTABLISHEDININ COORDINATION COORDINATIONWITH WITHHOSPITAL) HOSPITAL)ADDED ADDEDTO TOPERSONS PERSONSEXITING EXITINGFROM FROMPROPOSED PROPOSED ADDITION ADDITIONAT ATEXIT EXIT#3#3
KEYPLAN KEYPLAN
SBUH PROJECT # DODO289
4-039
FE 4-030 The extension is designed 4-053
4-025 4-038 4-038
4-055A 4-055A
6,000 4-045 patients FA per year.
4-020
4-023 REFUGE REFUGEAREA AREA
AA
22' 22'
4-054 4-054
120120 sf sf
4-021B
E= NC TA X. DIS MA E L 2 0 0' AV TR 158' <
E= NCE = TANC X. DISTAMAX. EL DIS 0' MA AVEL 200' TRAV 8' < 20 TR 11558' <
4-053 4-053
4-040
provides 4-050 emergency SBUH SBUHPROJECT PROJECT ##DODO289 DODO289 30' 4-051 4-044 psychiatric services for 26'
4-021 26' 26'
122122 sf sf
4-025 4-025
122 sf
30' 30'
4-051 4-051
4-044 4-044
4-022 4-022 4-021B 4-021B
141 sf
0' - 4" TYP
4-050 4-050
FE (CPEP). This new facility4-041 4-043
4-008
4-006
4-041 4-041
4-040 4-040
XXX XXX
4-042
1' - 4" 0' - 4"TYP TYP
4-043 4-043
4-021 4-021 4-021A 4-021A
Emergency Program 47'
1' - 4" TYP
122122 sf sf
TRAVEL DISTANCE = 162'<200' MAX.
0' - 4" TYP
141141 sf sf
4-009
Comprehensive Psychiatric
FE
FE FE
4-008 4-008
A
4-042 4-042
63'
University to 4-011 create a 4-011A
4-007
4-005
1' - 4" 0' - 4"TYP TYP
47' 47'
FE FE 4-006 4-006
4-011 4-011
1' - 4" TYP
TRAVELDISTANCE DISTANCE= =162'<200' 162'<200'MAX. MAX. AA TRAVEL
63' 63'
FA 4-011A 4-011A
4-009 4-009
0' - 4" 0'TYP - 4" TYP 0' - 4" TYP
4-007 4-007
4-005 4-005
1' - 4" 0' - 4" 1'TYP - 4" 0'TYP - 4"TYP TYP 0' - 4" TYP
FA FA
DF
1' - 4" 1'TYP - 4" TYP
DF DF
DESCRIPTIO DESCRIPTI
Le Le projet projet consistait consistait en en une une exte exte l'Université l'Université pour pour créer créer un un Pro Pr complet complet d'urgence d'urgence psychiatrique psychiatrique Cette Cette nouvelle nouvelle installation installation fou fou FIRE FIRESAFETY SAFETYNOTE NOTE FIRE SAFETY NOTE services services psychiatriques psychiatriques d'urgence d'urgenc 000 000 patients patients par par an. an. L'extension L'extension aa été été conçue conçue pour pour répo rép FIRE FIRESAFETY SAFETYLEGEND LEGEND SAFETY LEGEND normes normes de de l’Etat l’EtatFIREde de New New York York matière matière de de développement développement durab durab 49 49West West 37th 37thStreet Streetde 49 W normes normes de sécurité sécurité très très rigoure rigour Sixth SixthFloor Floor Bureau Bureau de de la la Santé Santé Mentale Mentale du duSixth NY N New NewYork, York, NY NY10018 10018 New T. T.212.239.0220 212.239.0220 T. 21 extension extension aa permis permis d'intégrer d'intégrer le leF.CP C F. F.212.563.5621 212.563.5621 21 DOCUMENTS www.urbahn.com www.urbahn.com le le cursus cursus de de l'université l'université en enwww oo espace espace pour pour les les soins soins infirm infirm MEP MEPENGINEERS: ENGINEERS: MEP éducateurs éducateurs sociaux, sociaux, les les patient patien Lizardos LizardosEngineering EngineeringAssociates Associates Lizar étudiants étudiants en en médecine. médecine. 200 200Old Old Country CountryRoad Road 200 O Mineola, Mineola,NY NY11501 11501 Mine Les Les verrières verrières et et les les faceted faceted ceiling ceiling les les espaces espaces plus plus agréables agréables dans dans de de soin soin pour pour adultes adultes et et dans dans les les URBAHN URBAHNARCHITECTS ARCHITECTS soins soins pédiatriques. pédiatriques. 49 49W W37TH 37THSTREET STREET NEW NEWYORK, YORK,NY NY10018 10018 Les Les matériaux matériaux extérieurs extérieurs du du CPEP CPEP son son nouvel nouvel auvent auvent contribuent contribuent YSRAEL YSRAELA. A.SEINUK, SEINUK,PC PC STRUCTURAL STRUCTURALENGINEERS: ENGINEERS: STRU ONE ONEWOODBRIDGE WOODBRIDGECENTER CENTERSUITE SUITE510 510 WOODBRIDGE, WOODBRIDGE, NJ NJ 07095 07095 cette cette extension extension àà l'hôpital l'hôpital existan exista LIZARDOS LIZARDOS ENGINEERING ENGINEERINGASSOCIATES ASSOCIATES MEP MEPENGINEERS: ENGINEERS: MEP que que sa sa nouvelle nouvelle structure structure métalliq métalliq 200 200OLD OLDCOUNTRY COUNTRYROAD ROAD MINEOLA, MINEOLA,NY NY11501 11501 toit toit réalisé réalisé en en acier acier inoxydable inoxydable la la m m BET BETCONSULTANTS CONSULTANTS CIVIL CIVILENGINEERS: ENGINEERS: CIVIL évidence. évidence. 3636ROUTE ROUTE10 10
SEE A-104 FOR EXTENT OF WORK IN EXTERIOR SHELL AND SITE CONTRACT.
The scope of this project
REFUGE AREA
REVISION REVISIONNO. NO.
PROJET
REFUGE REFUGEAREA AREA
FEBRUARY 22, 2010 STONY BROOK, NEW YORK
PROJET
EXIT EXIT3 3 4343PERSONS PERSONSEXITING EXITINGCPEP CPEP 340 340PERSONS PERSONSCAPACITY CAPACITY@@EXIT EXIT
STONY BROOK, NY | 2010
EXIST
materials and sidewalk canopy help to marry
ED EDMAIN MAIN ENTRANCE ELEVATION MECHANICAL3CODE OF ENTRANCE NEW YORK STATE, 2007 3 SCALE SCALE 1/8" 1/8"= =1'-0" 1'-0" 13 13 11 11 7 WITH 66 SCALE 1/8" = 1'-0" NATIONAL STANDARD PLUMBING CODE - 71993
Le Le défi défi était était de de mener mener àà bien bien cette cette extension extension tout tout en en screen planifiant planifiant p faceted stainless-steel rooftop equipment highlights the new addition. expansions expansions futures, futures, de de séparer séparer les le aadduulltteess ddeess ppaattiieennttss ppééddiiaa CHALLENGE d'accroître d'accroître la la flexibilité flexibilité opérationn opérationn The challenge was to sustain current operations réduire réduire la la durée durée du du séjour séjour des des pat pa while planning for future growth, to segregate autre autre défi défi consistait consistait en en la la modélisa modélis adult and pediatric patients, to increase STONY STONYBRO BR développement développement de de la la structure structure m UNIVERSITY UNIVERSITYHO Hm operational flexibility and to reduce patient length sur sur le le toit toit de de cette cette extension extension dans dans COMPREHE COMPREHE of stay. An additional challenge was to design and PSYCHIAT PSYCHIAT masquer masquer les les équipements équipements qui s’y s’y trt develop a model of the metallic structure on the qui
1"T.O. INSUL GL - TYP PARAPET
17' - 0"
3 3
2 EQ 2 EQ SPSP
CORRIDOR CORRIDORWALLS WALLSSHALL SHALL BE BE-CONSTRUCTED CONSTRUCTED NYSBC - AS TABLE ASSMOKE SMOKE 1016.1 O CANOPY 1" 1" INSUL INSUL GLGL TYP -B TYP PARTITIONS PARTITIONS(0(0HR. HR.WITH WITH SPRINKLER SPRINKLER SYSTEM) 10' - GL 7 GL 1/4" 1" 1" INSUL INSUL SPANDREL SPANDREL -NYSBC TYP - SYSTEM) TYP - SECTION 407.3
METAL METAL PANELS PANELS
7
INSUL GLGL - TYP - TYP 4.3. 4.3.1"1"INSUL CORRIDOR CORRIDOR WALLS. WALLS.CONT.: CONT.:
4.3.
STST STL STL BASE BASE - TYP - TYP
2000 2000NFPA NFPA101 10118.3.6 18.3.6- CORRIDOR - CORRIDORSEPARATION SEPARATION 2 EQ 2 EQ SPSP
EAST EASTELEVATION ELEVATION SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
EAST ELEVATION EAST ELEVATION EAST ELEVATION 2000 2000NFPA NFPA101 10118.3.6.2 18.3.6.2- CORRIDOR - CORRIDORWALL WALLCONSTRUCTION CONSTRUCTION
5.3. 5.3. SKEWED SKEWED . SP . 2 EQ
1"EAST INSUL ELEVATION SPANDREL GL - TYP
SCALE 1/8" = 1'-0"
CORRIDOR WALLS. CONT.:
1" INSUL GL - TYP
ST STL BASE - TYP
CORRIDORS CORRIDORSTO TOCONFORM CONFORMTO TO18.3.6.2 18.3.6.2 2000 EXCEPT EXCEPT NFPA SPACES 101 SPACES 18.3.6MAY MAY - CORRIDOR BE BEUNLIMITED UNLIMITED SEPARATION AND AND OPEN OPENTO TOTHE THECORRIDOR CORRIDOR IFIF THEY THEY ARENON NONSLEEPING, SLEEPING,NON NONTREATMENT, TREATMENT,OR ORNON NON SKEWED METAL METAL PANELS PANELS 1" 1" INSUL INSUL GL GL - TYP - TYPARE SKEWED . . 1" 1" INSUL INSUL SPANDREL SPANDREL GL GL - TYP - TYP HAZARDOUS HAZARDOUSAREAS AREASAND AND THERE THERE ISISAUTOMATIC AUTOMATIC FIRE FIREDETECTION DETECTIONAND ANDSPRINKLERS. SPRINKLERS.2 EQ SP 7
EAST ELEVATION SCALE 1/8" = 1'-0"
EAST ELEVATION
WAITING WAITINGAREAS AREASMAY MAYBE BEOPEN OPENTO TOTHE THECORRIDOR CORRIDORIFIFTHEY THEYARE ARELESS LESSTHAN THAN600 600SF SF AGGREGATE AGGREGATEININEACH EACHSMOKE SMOKECOMPARTMENT. COMPARTMENT.ININAALIMITED LIMITEDCARE CAREFACILITYFACILITY-AAMULTIMULTIPURPOSE PURPOSETHERAPEUTIC THERAPEUTICSPACE SPACEMAY MAYBE BEPERMITTED. PERMITTED.
0 0HR. HR.(WITH (WITHSPRINKLER SPRINKLERSYSTEM) SYSTEM)WALLS WALLS 2000SHALL NFPA SHALL101 FORM FORM 18.3.6.2 AABARRIER BARRIER - CORRIDOR TO TOLIMIT LIMIT WALL CONSTRUCTION TRANSFER TRANSFEROF OFSMOKE SMOKE
10'-4 1/4"
10'-4 1/4" 10'-4 1/4"
6"
3'-0"
WALL SECTION 1 THE CORRIDOR WAITING AREAS MAY BE OPEN TO WALL SECTION 1 WALL SECTION 1 IF THEY ARE LESS THAN 600 SF
AGGREGATE IN EACH SMOKE COMPARTMENT. IN A LIMITED CARE FACILITY- A MULTIWALL WALLSECTION SECTION 11 SCALE SCALE1/2" 1/2"= =1'-0" 1'-0" PURPOSE THERAPEUTIC SPACE MAY BE PERMITTED.
0 HR. (WITH SPRINKLER SYSTEM) WALLS SHALL FORM A BARRIER TO LIMIT TRANSFER OF SMOKE
PROJECT PROJECT MANAGER: MANAGER: DODO289 MEL MEL AMINOFF AMINOFF DODO289 DRAWN DRAWN BY: BY:
.
SKEWED
CHECKED CHECKED BY: BY:
DRAWING DRAWING NO. NO. PAREKH LUDMILA LUDMILA PAREKH
A201 A201
MA MA / KN / KN / RA / RA
UAUA PROJ PROJ NO. NO. DATE: SCALE: SCALE: DATE: 0801-00 0801-00 1/8" 1/8" = 1'-0" = 1'-0" 08/13/2009 08/13/2009 SHEET SHEET 200 1 1OFOF200
WALL SECTION 1
SBUH SBUH PROJECT PROJECT ## 100% 100% CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS
DODO289 DODO289
1
WALL SECTION DRAWING DRAWING NO. NO. SCALE 1/2" = 1'-0"
A201 A201
SHEET SHEET 100% 100% CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS
200 1 1OFOF200
FIN. FL.FL. FIN.
A311 A311 PROJECT MANAGER:
DODO289MEL AMINOFF
DRAWN BY:
DRAWING NO. LUDMILA PAREKH
CHAPTER CHAPTER8 8- INTERIOR - INTERIORFINISHES FINISHES CHECKED BY: INTERIOR INTERIORFINISHES FINISHES UA PROJ NO. SCALE:
A201
MA / KN / RA
DATE: 08/13/2009 1 OF 200
0801-00 1/8" = 1'-0" SHEET INTERIOR INTERIORFINISH FINISHREQUIREMENTS REQUIREMENTS NYSBC NYSBCTABLE TABLE803.4 803.4 SBUH PROJECT # 100% CONSTRUCTION DOCUMENTS DODO289 2000 2000- NFPA - NFPA 101 101SECTION 10.2, 10.2,18.3.2 18.3.2 WALL WALL SECTION
22
WALL 2 2 WALL SECTION WALLSECTION SECTION 2
SCALE SCALE1/2" 1/2"= =1'-0" 1'-0"
DRAWING NO.
A201
INTERIOR INTERIORFLOOR FLOORFINISHES FINISHES SHEET
1 OF 200
2000 2000NFPA NFPA18.3.3 18.3.3INTERIOR INTERIORFLOOR FLOORFINISHES FINISHES 100% CONSTRUCTION DOCUMENTS 10.2.8 10.2.8SPRINKLERS SPRINKLERS
1'-0"
MEP ENGINEERS:
2 HRS LIZARDOS ENGINEER 200 OLD COUNTRY RO 2 HRS DRAWING DRAWINGTITLE: TITLE: MINEOLA, NY 11501 1" INSUL. GL. U.O.N.MIN AND NOT LESS THAN THE RATING OF EXI 1 -HR CIVIL ENGINEERS: BET CONSULTANTS 2 HRS 36 ROUTE 10 3'-11 1/4"
3'-11 1/4" 3'-11 1/4"
FIN. FIN. FL. FLFL. FL
G.G. 8.1. 8.1.
6'-0 3/4"
6'-0 3/4" 6'-0 3/4"
CORRIDORS TO CONFORM TO 18.3.6.2 EXCEPT SPACES MAY BE UNLIMITED AND OPEN TO THE CORRIDOR IFGLTHEY 1" INSUL - TYP ARE NON SLEEPING, NON TREATMENT, OR NON 1" INSUL SPANDREL GL - TYP HAZARDOUS AREAS AND THERE IS AUTOMATIC FIRE DETECTION AND SPRINKLERS.
METAL PANELS
14'-0"
NAT BARRANCO
PRINCIPAL IN CHARGE:
1'-9"
3'-0" 3'-0"
6" 6"
1' - 4" TYP
2' - 0" TYP
NAT NAT BARRANCO BARRANCO
3
DÉFI
2.5°
DÉFI
0' - 4" TYP 1' - 4" TYP
2' - 0" 0' - 4"TYP TYP
2' - 0" 2'TYP - 0" 0' - 4" 0'TYP - 4"TYP TYP 1' - 4" 1'TYP - 4" TYP
PRINCIPAL PRINCIPAL ININ CHARGE: CHARGE:
PROJECT PROJECT MANAGER: MANAGER: MEL MEL AMINOFF AMINOFF PROJECT MANAGER: 7.9. 7.9. CORRIDOR CORRIDORWALLS WALLS (SMOKE (SMOKE PARTITION) PARTITION) MEL AMINOFF OPEN OPEN PARKING PARKINGSTRUCTURE STRUCTUREBELOW BELOWOCCUPANCY OCCUPANCYGROUP GROUPI, I,FIRE FIRESEPARATION SEPARATION 5.3. OPEN PARKINGBUILDING STRUCTURE BUILDINGBELOW OCCUPANCY GROUP I, FIRE SEPARATION BUILDING METAL METAL FASCIA FASCIA METAL FASCIA DRAWN DRAWN BY: BY: DRAWN BY: LUDMILA LUDMILA PAREKH PAREKH NYSBC NYSBCSECTION SECTION710, 710,716.5.5, 716.5.5, 407.3 407.3 LUDMILA1PAREKH CORRIDOR WALLS SHALL BE CONSTRUCTED AS SMOKE ELEVATIONS ELEVATIONS 1/ 1 ELEVATIONS METAL PANELS 1" INSUL GL - TYP SKEWED PER NYSBC NYSBC 508.7, 508.7,507.1 507.1 2 2HR HRMIN MIN FIRE FIRE SEPARATION SEPARATION PER TABLE TABLE NYSBC 302.3.2, 302.3.2, 508.7, BETWEEN BETWEEN 507.1 S-2(OPEN S-2(OPEN PARKING 2 HR MIN FIRE SEPARATION PER TABLE 302.3.2, S-2(OPEN MA MA KN / PARKING KN / RA / RA MA / PARKING KN / RA CHECKED CHECKED BY: BY: CHECKEDBETWEEN BY: . SINGLE SINGLE PATIENT PATIENT HOLDING HOLDING ROOM ROOM SINGLE PATIENT HOLDING ROOM PARTITIONS (0EGRESS HR.CORRIDOR WITH SPRINKLER 2000 2000NFPA NFPA18.3.6.2 18.3.6.2 ADULT ADULT MILIEU MILIEU EGRESS CORRIDOR EGRESS CORRIDOR CORRIDOR CORRIDOR CORRIDOR 1" INSUL SPANDREL GL - SYSTEM) TYP STRUCTURE) STRUCTURE)BELOW BELOWAND ANDI-2I-2OCCUPANCY OCCUPANCY ABOVE. ABOVE. UAUAPROJ STRUCTURE) BELOW AND I-2 OCCUPANCYSCALE: ABOVE. UA PROJ NO. DATE: PROJ NO. NO. DATE: SCALE: SCALE: DATE: A-414 A-414 A-414 0801-00 0801-00 1/8" 1/8" = 1'-0" = 1'-0" 1/8" = 1'-0" 08/13/2009 08/13/2009 08/13/2009 MEANS MEANSOF OFEGRESS EGRESSBETWEEN BETWEENI-2I-2AND ANDS-2, S-2,REQUIRES REQUIRESAA2 2HR HRFIRE FIRERESISTANCE RESISTANCE MEANS OF EGRESS BETWEEN I-2 AND S-2, REQUIRES A 2 0801-00 HR FIRE RESISTANCE PRINCIPAL PRINCIPAL ININ CHARGE: CHARGE: NAT NAT BARRANCO BARRANCO PRINCIPAL IN CHARGE: NAT BARRANCO 6 6 RATING. RATING. RATING. SBUH SBUH PROJECT PROJECT ## SBUH PROJECT #
INTERIOR J'ai J'ai mené mené ce ce projet projet en en INTERIOR alignant alignantFIF architectural avec avec les les autres autres cc ROLE architectural I coordinated this impliqués, project, aligning the métier métier impliqués, en enarchitecture développant développant CODE CODECOMPLI COMPLl with the other professionals involved, developed NOTES NOTES dans dans Revit-BIM, Revit-BIM, en en détermin détermi the model in Revit, determined types, room la nouveaux nouveaux types typeswall de de murs, murs, la dispos dispo lay-outs, elevations, wall sections and prepared salles, salles, les les élévations, élévations, les les coupes coupes m m drawings for client presentations and construction en en préparant préparant les les plans plans desti dest submissions. présentations présentations faites faites au au client, client, no no WALL SECTION 2 les les plans plans d’exécution. d’exécution. CANOPY
EAST HANOVER NJ 07
ALUM. CURTAIN WALL
ROLE
6 A302
- TYP 4.2.ST STL BASE CORRIDOR WALLS
NYSBC NYSBC- TABLE - TABLE1016.1 1016.1
2' - 0" 2'TYP - 0" TYP
1'-0" 1'-0"
5 A302
EMERGEN EMERGE PROGRA PROGRA
2 HRS. (PER CANNON COMPLIANCE LEGEND NOTE STRUCTURAL ENGINE MIN OF 1 ½ HRS YSRAEL A. SEINUK, P ONE WOODBRIDGE 0 HR. (IF ROOF CONSTRUCTION IS 20’-0” OR MOREC WOODBRIDGE, NJ 070
1 HR. FIRE RESISTANCE RATING, DOORASSEMBLIE
1" INSUL. TEMPERED FROSTED GL. 7.9. CORRIDOR WALLS (SMOKE PARTITION) PROJECT PROJECT TITLE: TITLE: SECTION 710, 716.5.5, 407.3 PROJECT TITLE: FIRE FIRERESISTANCE RESISTANCERATING RATINGNOT NOTREQUIRED REQUIRED NYSBC FIRE RESISTANCE RATING NOT REQUIRED ST.ST. STL. BASE ST. STL. BASE STL. BASE CONTINUITY CONTINUITYTO TODECK, DECK,SEALED SEALEDWINDOWS, WINDOWS, 2000 SMOKE SMOKE NFPAAND 18.3.6.2 AND DRAFT DRAFTADULT CONTROL CONTROL DOORS. DOORS. CONTINUITY TOPRINCIPAL DECK, SEALED WINDOWS, MILIEU STONY STONY BROOK BROOK STON PRINCIPAL ININCHARGE: CHARGE:SMOKE (716.5.5) (716.5.5)EXCEPTION: EXCEPTION:SMOKE SMOKEDAMPERS DAMPERSARE ARE NOT NOT REQUIRED REQUIRED WHERE WHERE THE THE OPENINGS OPENINGS IN IN DUCTS DUCTS ARE ARE LIMITED LIMITED (716.5.5) TO TO EXCEPTION: SMOKE DAMPERS ARE NOT R UNIVERSITY UNIVERSITYHOSPITAL HOSPITAL UNIVERSI AASINGLE SINGLESMOKE SMOKECOMPARTMENT COMPARTMENTAND ANDTHE THEDUCTS DUCTSARE ARECONSTRUCTED CONSTRUCTED OF OFSTEEL STEEL A SINGLE SMOKE COMPARTMENT AND THE DUCTS 6 PROJECT PROJECT MANAGER: MANAGER: SIDEWALK SIDEWALK SIDEWALK COMPREHENSIVE COMPREHENSIVE COMPR 1" 1" INSUL. INSUL. TEMPERED TEMPERED FROSTED FROSTED GL.GL.
FIN. FL. FL
G. 8.1.
6'-0"
1" INSUL SPANDREL GL - TYP
I-2/STORAGE/OPEN I-2/STORAGE/OPENPARKING PARKINGSTRUCTURE) STRUCTURE)- 2HRS. - 2HRS.
17' 17'- 0" - 0"
B BOOCANOPY CANOPY 10' 10'- 7- 71/4" 1/4" NYSBC NYSBC- SECTION - SECTION407.3 407.3 EAST EAST ELEVATION ELEVATION INSUL INSUL SPANDREL SPANDREL GLGL - TYP - TYP 7 71" 1" SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
302.3.2
MET.WALL PANEL
ROOF DRAIN 3 HRS (PER CANNON COMPLIANCE LEGEND NOTES 1 TABLE 601A312 REQUIRES MIN OF 2 HRS
A311
PSYCHIATRIC PSYCHIATRIC FIN. FL.
8"
1"T.O. 1" INSUL INSUL GL GL - TYP - TYP T.O. PARAPET PARAPET
1'-9" 1'-9"
5.2. 5.2.
REQUIRED SEPARATION OF OCCUPANCIES
REFERENCE TABLE 602 DISTANCE SEPARATIONS.
equipment.
CHAPTER 8 - INTERIOR FINISHES EMERGENCY EMERGENCY INTERIOR FINISHES PROGRAM PROGRAM
VERTICAL VERTICALEXITS EXITS&&EXIT EXITPASSAGEWAYS PASSAGEWAYS-INTERIOR CLASS - CLASSAA(CLASS FINISH (CLASSREQUIREMENTS BBIFIFSPRINKLERED) SPRINKLERED) EXTERIOR EXTERIOR SHELL SHELL & SITE EXIT EXITACCESS ACCESSCORRIDORS CORRIDORSAND ANDOTHER OTHER EXITWAYSNYSBC EXITWAYSTABLE CLASS CLASS 803.4 A& ASITE (CLASS (CLASSBBIFIFSPRINKLERED) SPRINKLERED) ROOM ROOMAND ANDENCLOSED ENCLOSEDSPACES SPACES- CLASS - CLASS A 2000 A(CLASS (CLASS - NFPA BWALL B101 IFIFSPRINKLERED) 10.2, SPRINKLERED) 18.3.2 SECTION DRAWING DRAWING TITLE: TITLE: 2
SCALE 1/2" = 1'-0"
VERTICAL VERTICALEXITS EXITS&&EXIT EXITPASSAGEWAYS, PASSAGEWAYS,EXIT INTERIOR EXITNYSBC NYSBC FLOOR 804, 804,804.5, FINISHES 804.5,805.5.1 805.5.1 WALL WALL SECTIONS SECTIONS11 ACCESS ACCESSCORRIDORS CORRIDORS&&NON NONSEPARATED SEPARATED ROOMS ROOMS 2000 NFPA 18.3.3 INTERIOR FLOOR FINISHES 10.2.8 SPRINKLERS 8/20/2009 2:48:52 PM 8/20/2009 2:48:52 PM
66 A302 A302
J
6 A302
RAINSCREEN
B O CANOPY 10' - 7 1/4"NYSBC I-2/S-2 I-2/S-2(OPEN (OPENPARKING PARKINGSTRUCTURE) STRUCTURE) - 2- 2HRS. HRS. - TABLE
STST STL STL BASE BASE - TYP - TYP 4.2. 4.2. CORRIDOR CORRIDOR WALLS WALLS
77
A302 A302
5.1. 5.1.
GALVANIZED STEEL SCREEN SUPPORT
rooftop of this extension to hide the mechanical
PRINCIPAL PRINCIPAL ININ CHARGE: CHARGE:
NAT NAT BARRANCO BARRANCO
-28.rvt -28.rvt
55 A302 A302
D.D.
EPDM ROOFING
0 HRS
49 49 WEST WEST 37th 37th STREET STREET
ROLE
4.1.
SLOPE
T/O MET. DECK T/OT/O MET. MEMET. MEDECK DECK
6'-0" 6'-0"
REQUIRED REQUIREDSEPARATION SEPARATIONOF OFOCCUPANCIES OCCUPANCIES
1" 1" INSUL INSUL SPANDREL SPANDREL GLGL - TYP - TYP
A302 A302
17'METAL - 0" PANEL
RAINSCREEN RAINSCREEN
TABLE - TABLE302.3.2 302.3.2
5
A302
C.T.O. PARAPET CHAPTER 4 - FIRE SEPARATIONS
17' 17' - METAL 0" - 0" PANEL METAL PANEL
J
A.1 A.1
A302 A302
5 A312
8" 8"
T.O. T.O.PARAPET PARAPET C.C. CHAPTER CHAPTER4 4- FIRE - FIRESEPARATIONS SEPARATIONS
B BOOCANOPY CANOPY 10' 10'- 7- 71/4" 1/4" NYSBC NYSBC-
88 A302 A302
RAINSCREEN FIRE FIRESEPARATIONS SEPARATIONSARE ARENOT NOTREQUIRED REQUIRED NYSBC BETWEEN BETWEEN 302.3.1USES, USES,EXCEPT EXCEPTAS ASREQUIRED REQUIRED BY BYOTHER OTHERPROVISIONS PROVISIONS 33 77 44 88
A251 A251
7.5. 7.5.
SLOPE SLOPE
8/20/2009 11:01:45 AM
JJ
M
CIVIL ENGINEERS:
SLOPE SLOPEBET CONSULTANTS FLOOR FLOORCONSTRUCTION CONSTRUCTION 36 ROUTE 10 EAST HANOVER NJ 07936 INCLUDING INCLUDINGSUPPORTING SUPPORTING BEAMS BEAMSAND ANDJOISTS JOISTS PROJECT TITLE:
SLOPE NEW NEW YORK, YORK, NYNY 10018 10018 MET.WALL MET.WALL PANEL PANEL 7.5. FLOOR CONSTRUCTION t. 212.239.0220 t. 212.239.0220 f. 212.563.5621 f. 212.563.5621 ROOF ROOF DRAIN DRAIN 3 3HRS HRS(PER (PER CANNON CANNONCOMPLIANCE COMPLIANCE LEGEND LEGEND NOTES) NOTES)SUPPORTING BEAMS AND JOISTS T/O MET. ME DECK INCLUDING C. CHAPTER 4 - FIRE SEPARATIONS, CONT.: 1 1 TABLE TABLE601 601 REQUIRES REQUIRESMIN MINOF OF2 2HRS HRS A312 A312 60 60 PARK PARK PLACE, PLACE, SUITE SUITE 302302 1 HR. AND AUTO. FIRE-EXTINGUISHING SYSTEM SUBDIVISION SUBDIVISION OFBUILDING BUILDINGSPACES SPACES- (SMOKE - (SMOKECOMPARTMENTS-ZONES) COMPARTMENTS-ZONES) 4.7. SUBDIVISIONSTONY OF BUILDING SPACES - (SMOKE COMPARTMENTS-ZONES) BM-TYP. BM-TYP. BM-TYP. NEWARK, NEWARK, NJNJ 07102 07102 STONY BROOK BROOK STONY BROOK H OF G A.1 7.6. 7.6. ROOF ROOF CONSTRUCTION CONSTRUCTION 7.6. ROOF CONSTRUCTION 2" 2" E.J.E.J. 2" E.J. EXIST. EXIST. EXIST. t. 973.639.0194 t. 973.639.0194 ROOF DRAIN ROOF DRAIN ROOF DRAIN SPRAY-ON SPRAY-ON FIRE FIRE PROOFING PROOFING SPRAY-ON FIRE PROOFING INDEPENDENT INDEPENDENT EGRESS EGRESS INDEPENDENT EGRESS CANOPY CANOPY CANOPY 1 HR. AND AUTO. FIRE-EXTINGUISHING SYSTEM UNIVERSITY UNIVERSITY HOSPITAL HOSPITAL UNIVERSITY HOSPITAL f. 973.639.0077 f. 973.639.0077 INCLUDING INCLUDINGSUPPORTING SUPPORTINGBEAMS BEAMS INCLUDING SUPPORTING BEAMS SPRAY-ON SPRAY-ON FIREFIREPROOFING PROOFING SPRAY-ON FIRE- PROOFING 3 7 8 2HRS EXIST EXIST DECK DECK AND AND BEAMS BEAMS 2HRS EXISTWITHOUT DECK AND BEAMS NYSBC NYSBC1407.4.2 407.4.2 AAMEANS MEANS4OF OFEGRESS EGRESS FROM FROMEACH EACHSMOKE SMOKE NYSBC COMPARTMENT COMPARTMENT 407.4.2 WITHOUT HAVING HAVINGTO TORETURN RETURNTHROUGH THROUGHTHE THE A MEANS OF EGRESS FROM EACH SMOKE COMPARTMENT WITHOUT HAVING TO RETURN THROUGH THE HR. 2HRS COMPREHENSIVE COMPREHENSIVE COMPREHENSIVE TABLE TABLE3402.1.1 3402.1.1 2 2HRS. HRS.(PER (PERCANNON CANNONCOMPLIANCE COMPLIANCELEGEND LEGEND TABLE NOTES) NOTES) 3402.1.1 TABLE TABLE601 601REQUIRES REQUIRESAA A251 A302 A302 A302 STRUCTURAL STRUCTURAL ENGINEERS: ENGINEERS: SMOKE SMOKECOMPARTMENT COMPARTMENTOF OFEGRESS EGRESSORIGINATION'S ORIGINATION'SREQUIRED. REQUIRED. SMOKE COMPARTMENT OF EGRESS ORIGINATION'S REQUIRED. MIN MINOF OF1 1½½HRS HRS PSYCHIATRIC PSYCHIATRIC PSYCHIATRIC SPRAY-ON FIRE SPRAY-ON FIRE SPRAY-ON FIRE YSRAEL YSRAEL A. A. SEINUK, SEINUK, PCPC PROJECT PROJECT TITLE: PROJECT TITLE: STST STL STL SCREEN SCREEN ON ON ST STL SCREEN ON TITLE: PROOFING TYP PROOFING TYP PROOFING TYP ONE ONE WOODBRIDGE WOODBRIDGE CENTER CENTER SUITE SUITE 510 510 0 0HR. HR.(IF(IFROOF ROOFCONSTRUCTION CONSTRUCTIONISIS20’-0” 20’-0” OR ORMORE MORE ABOVE ABOVE FLOOR) FLOOR) GALVANIZED GALVANIZED STL STL GALVANIZED STL EMERGENCY EMERGENCY EMERGENCY 4" 4" DIADIA HOLE HOLE @@ CENTER CENTER OFOF 4" DIA HOLE @ CENTER OF WOODBRIDGE, WOODBRIDGE, NJNJ 07095 07095 CHAPTER CHAPTER5 5- GENERAL - GENERALBUILDING BUILDINGHEIGHTS HEIGHTSAND ANDAREAS AREAS D. CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS STRUCT STRUCT STRUCT W27x94 W27x94 FOR FOR 3" 3" ROOF ROOF DRAIN DRAIN W27x94 FOR 3" ROOF DRAIN 7.7. 7.7. FIRE FIREBARRIERS BARRIERS 7.7. FIRE BARRIERS PROGRAM PROGRAM PROGRAM STONY STONYBROOK BROOK STONY BROOK H G A.1 6" 6" 6" FIRE SEPARATIONS ARE NOTAREAS REQUIRED BETWEEN USES, EXCEPT AS REQUIRED ALLOWABLE ALLOWABLE HEIGHT HEIGHTAND ANDBUILDING BUILDING AREAS 5.1. ALLOWABLE HEIGHT AND BUILDING AREAS UNIVERSITY UNIVERSITY HOSPITAL HOSPITAL NYSBC NYSBCSECTION SECTION706 706 UNIVERSITY HOSPITAL NYSBC SECTION 706 MEP MEP ENGINEERS: ENGINEERS: BY OTHER PROVISIONS 3 7 4 8 SHAFT SHAFT ENCLOSURES ENCLOSURES 706.3.1, 706.3.1, 707.4 707.4 2 2 HRS HRS SHAFT ENCLOSURES LIZARDOS LIZARDOS ENGINEERING ENGINEERING ASSOCIATES ASSOCIATES 706.3.1, 707.4 EXTERIOR EXTERIOR SHELL SHELL & & SITE SITE EXTERIOR SHELL & SITE CANOPY NYSBC NYSBC- TABLE - TABLE503 503 NYSBC - TABLE 503 OCCUPANCY STORIES STORIESAND ANDAREA AREA UNLIMITED UNLIMITED-WITHOUT -WITHOUT MODIFICATIONS MODIFICATIONS OCCUPANCY GROUP GROUPI-2, I-2, STORIES AND AREA UNLIMITED -WITHOUT MODIFICATIONS OCCUPANCY GROUP I-2, CANOPY 4 4 4 COMPREHENSIVE COMPREHENSIVE COMPREHENSIVE A251 A302 A302 A302 200 200 OLD OLD COUNTRY COUNTRY ROAD ROAD N.I.C N.I.C N.I.C EXIT EXITENCLOSURES ENCLOSURES 706.3.2, 706.3.2, 1019.1 1019.1 2 2HRS HRS EXIT ENCLOSURES 706.3.2, 1019.1 MINEOLA, MINEOLA, NYNY 11501 11501 CONSTRUCTION CONSTRUCTIONTYPE TYPE1A1A CONSTRUCTION TYPE 1A PSYCHIATRIC PSYCHIATRIC PSYCHIATRIC METAL METAL COPING COPING METAL COPING STST STL STL SCREEN SCREEN ON ON ST STL SCREEN ON DUCT - NIC DUCT - NIC - NIC DRAWING DRAWING TITLE: TITLE: DRAWING TITLE: 1" 1" INSUL. INSUL. GL. -1 U.O.N. - HR U.O.N. EXIT EXITPASSAGEWAYS PASSAGEWAYS 706.3.3, 706.3.3, 1020.1 1020.1 1GL.DUCT HR MIN MINAND ANDNOT NOTLESS LESSTHAN THANTHE THERATING RATING EXIT OF OF PASSAGEWAYS EXIT EXITENCLOSURES ENCLOSURES 706.3.3, THEY THEY 1020.1 ARE ARECONNECTED CONNECTEDTO TO GALVANIZED GALVANIZED STL STL GALVANIZED STLON COL. -TYP. COL. -TYP. COL. -TYP. EMERGENCY EMERGENCY EMERGENCY CIVIL CIVIL ENGINEERS: ENGINEERS: BUILDINGS BUILDINGS ON ONTHE THESAME SAMELOT LOT 5.2. BUILDINGS THE SAME LOT STRUCT STRUCT STRUCT SUSP. CL'G (8'-6" AFF) - NIC SUSP. CL'G (8'-6" AFF) - NIC SUSP. CL'G (8'-6" AFF) - NIC BET BET CONSULTANTS CONSULTANTS SUSP CL'G (8'-6" AFF) - NIC SUSP CL'G (8'-6" AFF) - NIC SUSP CL'G (8'-6" AFF) - NIC SUSP. CL'G SUSP. CL'G SUSP. CL'G HORIZONTAL HORIZONTAL EXITS EXITS 706.3.4, 706.3.4, 1021.1 1021.1 2 2 HRS HRS HORIZONTAL EXITS 706.3.4, 1021.1 PROGRAM PROGRAM PROGRAM 36 36 ROUTE ROUTE 10 10 NYSBC NYSBC 503.1.3 503.1.3 BUILDINGS BUILDINGSON ONTHE THESAME SAMELOT LOTSHALL SHALL NYSBC BE BEREGULATED REGULATED 503.1.3BUILDING AS ASSEPARATE SEPARATEBUILDINGS BUILDINGSOR ORSHALL SHALLBE BE BUILDINGS ON THE SAME LOT SHALL BE REGULATED AS SEPARATE BUILDINGS OR SHALL BE BUILDING BUILDING EAST EAST HANOVER HANOVER NJNJ 07936 07936 COL. BEYOND METAL METAL FASCIA FASCIA METAL FASCIA COL. COL. BEYOND BEYOND CONSIDERED CONSIDEREDAS ASPORTIONS PORTIONSOF OFONE ONEBUILDING, BUILDING,ELEVATIONS IFELEVATIONS IFTHE THEHEIGHT HEIGHTAND AND AGGREGATEAREA AREASATISFY SATISFYTHE THE CONSIDERED AS PORTIONS OF ONEUSE BUILDING, IF THE HEIGHT AND INCIDENTAL INCIDENTAL USETABLE TABLEELEVATIONS 302.1.1 302.1.1 INCIDENTAL USE TABLE 302.1.1 11AGGREGATE 1 AGGREGATE AREA SATISFY THE N.I.C. LIMITATIONS LIMITATIONSOF OFTABLE TABLE503. 503. LIMITATIONS OF TABLE 503. EXTERIOR EXTERIORN.I.C. SHELL SHELL&&SITE SITE EXTERIOR N.I.C. SHELL & SITE I-2/S-2 (OPEN PARKING STRUCTURE) - 2 HRS. N.I.C N.I.C N.I.C 7.8. 7.8. SMOKE SMOKEBARRIERS BARRIERS 7.8. SMOKE BARRIERS ALUM. ALUM. CURTAIN CURTAIN WALL WALL 2 2 2 SPRAY-ON FIRE PROOFING SPRAY-ON FIRE PROOFING SPRAY-ON FIRE PROOFING I-2/STORAGE/OPEN PARKING STRUCTURE) 2HRS. N.I.C N.I.C 407.3.1. N.I.C NYSBC NYSBC SECTION SECTION 709 709 1 1 HR. HR. FIRE FIRE RESISTANCE RESISTANCE RATING, RATING, DOORASSEMBLIES DOORASSEMBLIES NYSBC SECTION PER PER 709 407.3.1. METAL METAL COPING COPING METAL COPING DRAWING DRAWING TITLE: TITLE: DRAWING TITLE: MET. DECK T/OT/O MET. DECK
4 HRS. (PER CANNON COMPLIANCE NOTES) PROJECT PROJECT TITLE: TITLE: TABLE 601 REQUIRES A MINIMUM OF 3 HRS. 3 HRS. (SUPPORTING ROOF ONLY)
7.4. NON-BEARING WALLS AND PARTITIONS REFERENCE REFERENCETABLE TABLE602 602DISTANCE DISTANCESEPARATIONS. SEPARATIONS. EXTERIOR
C:\Revit Local Files\CPEP A LOCAL.rvt C:\Revit Local Files\CPEP A LOCAL.rvt 8/20/2009 11:01:45 AM
66 A302 A302
GG
4.7. 4.7.
MET.WALL PANEL
SCREEN SUPPORT SCREEN SUPPORT
LIZARDOS ENGINEERING ASSOCIATES
200 OLD COUNTRY ROAD NON-BEARING NON-BEARINGWALLS WALLS AND ANDPARTITIONS PARTITIONS MINEOLA, NY 11501 EPDM ROOFING EXTERIOR EXTERIOR
8'-6"
55 A302 A302
3.4.METAL PANEL NON SEPARATED USES
A302 A302
A312
14'-0" 14'-0"
HH
A302 A302
EXISTING BLDG.
1" INSUL SPANDREL GL - TYP CIVIL CIVIL ENGINEERS: ENGINEERS: BET BET CONSULTANTS CONSULTANTS 3636 ROUTE ROUTE 1010 EAST EAST HANOVER HANOVER NJNJ 07936 07936 PROJECT PROJECT TITLE: TITLE:
7.4. 7.4.
3 EQ SP
11'-4"
MM
A251 A251
MET.WALL PANEL MET.WALL PANEL
5 5 A312 A312
HAZARDOUS AREA PROTECTION - 2000 - NFPA 101 TABLE C.C.18.3.2.1CHAPTER CHAPTER4 4- FIRE - FIRESEPARATIONS, SEPARATIONS,CONT.: CONT.:
1 1HR. ANDAUTO. AUTO.FIRE-EXTINGUISHING FIRE-EXTINGUISHING STORAGE SYSTEM SYSTEM ROOMS OVER SQ FT M 100 A.1 HHR. H AND GG A.1 1 1HR. HR.AND ANDAUTO. AUTO.FIRE-EXTINGUISHING FIRE-EXTINGUISHING SOILED SYSTEM SYSTEM LINEN ROOMS 33 77 44 1 1HR. HR. BOILER AND FUEL-FIRED HEATER ROOMS
LIZARDOS LIZARDOS ENGINEERING ENGINEERING ASSOCIATES ASSOCIATES 200 200 OLD OLD COUNTRY COUNTRY ROAD ROAD METAL PANELS MINEOLA, MINEOLA, NYNY 11501 11501 EPDM ROOFING ROOFING 1" INSUL GL - TYPEPDM
HONED FACE CMU
1" 1" INSUL INSUL SPANDREL SPANDREL GLGL - TYP - TYP
NORTH ELEVATION SCALE 1/8" = 1'-0"
NEWARK, NJ 07102 t. 973.639.0194 f. 973.639.0077
1'-2"
3.4. 3.4. NON NONSEPARATED SEPARATEDUSES USES METAL METAL PANEL PANEL
6
SKEWED 1" 1" INSUL INSUL GLGL - TYP - TYP
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JJ
3.3.
A312 A312
1 HR. OR AUTO. FIRE-EXTINGUISHING SYSTEM 3 EQ 3 EQ SPSP 4' - 6" 8' - 0" 6' - 4" METAL PANELS 1 HR. OR AUTO.. FIRE-EXTINGUISHINGEXISTING SYSTEM EXISTING BLDG. BLDG.
METAL METAL PANELS PANELS
C:\Revit Local Files\CPEP A LOCAL.rvt C:\Revit Local Files\CPEP A LOCAL.rvt C:\Revit Local Files\CPEP A LOCAL.rvt 8/20/2009 11:01:45 AM C:\Revit Local Files\CPEP A LOCAL.rvt 8/20/2009 11:01:45 AM 8'-0"
STORAGE STORAGEROOMS ROOMSOVER OVER 100SQ SQFTFT MM100 SOILED SOILEDLINEN LINENROOMS ROOMS BOILER BOILERAND ANDFUEL-FIRED FUEL-FIREDHEATER HEATERROOMS ROOMS
4.1. 4.1.
6
NEWARK, NEWARK, NJNJ 07102 07102 t. 973.639.0194 t. 973.639.0194 f. 973.639.0077 f. 973.639.0077 7
8'-6" 8'-6"
BOILER BOILERAND ANDFURNACE FURNACEROOMS ROOMS
HAZARDOUS HAZARDOUSAREA AREAPROTECTION PROTECTION- 2000 - 2000- NFPA - NFPA101 101TABLE TABLE18.3.2.1 18.3.2.1
NYSBC NYSBC302.3.1 302.3.1
AREAS - TABLE 302.1.1
NORTH ELEVATION
77
MEP MEP ENGINEERS: ENGINEERS: MEP ENGINEERS: 7.2. 7.2. STRUCTURAL STRUCTURALFRAME FRAME 7.2. STRUCTURAL FRAME ST STL BASE - TYP 66 A321 A321 A3216 - (SMOKE COMPARTMENTS-ZONES) 1-2 INSTITUTIONAL SUBDIVISION SUBDIVISION OF OFBUILDING BUILDINGSPACES SPACES - (SMOKE - (SMOKECOMPARTMENTS-ZONES) COMPARTMENTS-ZONES) 4.6. SUBDIVISION OF BUILDING SPACES A321 A321 4 4HRS. HRS.(PER (PERCANNON CANNONCOMPLIANCE COMPLIANCENOTES) NOTES) INCLUDING INCLUDINGCOLUMNS, COLUMNS, GIRDERS GIRDERS INCLUDING COLUMNS, GIRDERS LIZARDOS LIZARDOS ENGINEERING ENGINEERING ASSOCIATES ASSOCIATES A321 LIZARDOS ENGINEERING ASSOCIATES 88 9AREA 9COUNTRY 8 9 COUNTRY REFUGE REFUGE AREA AREA CARE (HOSPITAL) REFUGE STRUCTURAL STRUCTURAL ENGINEERS: ENGINEERS: STRUCTURAL ENGINEERS: 200 200 OLD OLD COUNTRY ROAD ROAD 200 OLD ROAD HEALTH METAL METAL PANELS PANELS METAL PANELS TABLE TABLE601 601REQUIRES REQUIRESAAMINIMUM MINIMUMOF OF3 3HRS. HRS. MINEOLA, MINEOLA, NYNY 11501 11501 MINEOLA, NY 11501 3 EQ 3 EQ SP SP 3 EQ SP 2" 2" EXP.JT. EXP.JT. 2" EXP.JT. 4' 6" 8' 0" 6' 4" METAL PANELS HONED FACE CMU YSRAEL YSRAEL A.SMOKE A. SEINUK, SEINUK, YSRAEL SEINUK, PCBARRIER PER HOUSED PATIENT. SKEWED 1" 1" INSUL INSUL GLGL - TYP - TYP 1" INSUL GL -SMOKE TYP PCPC NYSBC NYSBC 407.4.1 407.4.1 > >NET NET30* 30*SQ/ SQ/FT FTPER PERPATIENT PATIENTON ONEACH EACH NYSBC SIDE SIDE 407.4.1 OF OF BARRIER BARRIER PER PERHOUSED HOUSEDPATIENT. PATIENT. > NET 30* SQ/ FT PER PATIENT ON EACH SIDE OFA.SMOKE TRUSSES TRUSSES 3 3HRS. HRS.(SUPPORTING (SUPPORTINGROOF ROOFONLY) ONLY) TRUSSES 88 . ONE ONE WOODBRIDGE WOODBRIDGE CENTER CENTER SUITE SUITE 510 510 8 ONE WOODBRIDGE CENTER SUITE 510 1" 1" INSUL INSUL SPANDREL SPANDREL GLGL - TYP - TYP 1" INSUL SPANDREL GL - TYP METAL METAL PANELS PANELS METAL PANELS WOODBRIDGE, WOODBRIDGE, NJNJ 07095 07095 WOODBRIDGE, NJ 07095 A321 A321 A321 CIVIL CIVIL ENGINEERS: ENGINEERS: CIVIL ENGINEERS: EPDM EPDM ROOFING ROOFING > >6*6*NET NETSQ. SQ.FTFTPER PERPATIENT PATIENTON ONEACH EACHSIDE SIDE OF OF SMOKE SMOKE BARRIER BARRIERPER PER NON NONHOUSED HOUSEDPATIENT PATIENT > 6* NET SQ. FT PER PATIENT ON EACH SIDE OF SMOKE BARRIER PER NON HOUSED PATIENT BET BET CONSULTANTS CONSULTANTS BET CONSULTANTS 3636 ROUTE ROUTE 1010 36 ROUTE 10 PARTITIONS 7.3. NON-BEARING NON-BEARINGWALLS WALLS AND AND PARTITIONS 7.3. NON-BEARING WALLS AND PARTITIONS (15* (15*NET NETSQ SQFT FTPER PERNFPA) NFPA) (15* NET SQ FT7.3. PER NFPA) 1" INSUL GL - TYP 77 7 EAST EAST HANOVER HANOVER NJNJ 07936 07936 EAST HANOVER NJ 07936 1'-8" 1'-8" 1'-8" 1 HR. OR AUTO. FIRE-EXTINGUISHING SYSTEM MEP MEP ENGINEERS: ENGINEERS: MEP ENGINEERS: (*(*AGGREGATE AGGREGATEAREA AREA OF OFCORRIDORS, CORRIDORS,PATIENT PATIENT &&TREATMENT TREATMENTROOMS, ROOMS, LOUNGES) LOUNGES) (* AGGREGATE AREA3 OFINTERIOR CORRIDORS, PATIENT & TREATMENT ROOMS, LOUNGES) ST STL BASE - TYP INTERIOR INTERIOR 0 0HRS HRS GALVANIZED A321 A321 A321 3 3 STEEL GALVANIZED STEEL
11'-4" 11'-4"
STST STL STL BASE BASE - TYP - TYP
NORTH NORTHELEVATION ELEVATION SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
RAINSCREEN RAINSCREEN
B O CANOPY INCIDENTAL USE 10' - 7 1/4" NORTH ELEVATION
3.2.
HONED HONED FACE FACE CMU CMU
SCALE 1/8" = 1'-0" STORAGE 1 1HR. HR.OR ORAUTO. AUTO.FIRE-EXTINGUISHING FIRE-EXTINGUISHING SYSTEM SYSTEMROOMS OVER 100 SQ FT WASTE AND LINEN COLLECTIONS LEVEL 4 0" ROOMS OVER 100 SQ FT 1 1HR. HR.OR ORAUTO. AUTO.FIRE-EXTINGUISHING FIRE-EXTINGUISHING SYSTEM SYSTEM - 6" - 6" 8' 8' - 0" - 0" 6' 6' - 4" - 4" METAL METAL PANELS PANELS HONED HONED FACE FACE CMU CMU SKEWED SKEWED 4' 4' . FIRE-EXTINGUISHING . FIRE-EXTINGUISHING 1 1HR. HR.OR ORAUTO. AUTO. SYSTEM SYSTEM BOILER AND FURNACE ROOMS
1" 1" INSUL INSUL GLGL - TYP - TYP
WASTE WASTE AND ANDLINEN LINENCOLLECTIONS COLLECTIONS LEVEL LEVEL 44 0"0" ROOMS ROOMSOVER OVER100 100SQ SQFTFT
66
8' 8' - 0" - 0"
1" INSUL GL - TYP
4.6. 4.6.
1'-2" 1'-2"
NORTH NORTHELEVATION ELEVATION SCALE SCALE1/8" 1/8"= =1'-0" 1'-0"
ROOF LEVELLOWER 4 2000 - DECK NFPA 101 6.1.5 0"T.O. METAL 11' 6' 6' - -4" - 4" 4" METAL METAL PANELS PANELS
8'-0" 8'-0"
REHABILITATION, EXTENSION AND RESTORATION - CITY PROJECTS
- 6" - 6" SKEWED SKEWED 4' 4' . .
B BOOCANOPY CANOPY 3.2. 3.2. 10' INCIDENTAL INCIDENTAL USE USEAREAS AREAS- TABLE - TABLE302.1.1 302.1.1 10'- 7- 71/4" 1/4"
3.3. 3.3.
GROUP: NYSBC - SECTION 308
1-2 1-2INSTITUTIONAL INSTITUTIONAL HEALTH HEALTHCARE CARE(HOSPITAL) (HOSPITAL)
STST STL STL BASE BASE - TYP - TYP
NORTH ELEVATION NORTH NORTH ELEVATION ELEVATION STORAGE STORAGE ROOMS ROOMSOVER OVER100 100SQ SQFTFT 66
10' - 7 1/4" T.O. METAL DECK OCCUPANCY/USE 14' - 0"
1" 1" INSUL INSUL GLGL - TYP - TYP
NYSBC NYSBC- SECTION - SECTION308 308
LOWER LOWER ROOF ROOF LEVEL LEVEL 44 2000 2000- DECK NFPA - DECK NFPA101 1016.1.5 6.1.5 T.O. T.O.METAL METAL 0"0" 11' 11'- 4" - 4"
° 80
10' 10'- 7- 71/4" 1/4" T.O. T.O.METAL METAL DECK DECK OCCUPANCY/USE OCCUPANCY/USE GROUP: GROUP: 14' 14'- 0" - 0"
° 80° 80
1' - 4" 1'TYP - 4" TYP
0' - 4" 0'TYP - 4" TYP
2.5° 2.5°
the addition to the existing hospital, while its
DRAWN DRAWNBY: BY:
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CHECKED CHECKEDBY: BY: VERTICAL EXITS & EXIT PASSAGEWAYS - CLASS A UA UAPROJ PROJ NO. NO SCALE: SCALE: AND OTHER EXTERIOR EXIT ACCESS CORRIDORS EXITWAYS 0801-0 0801 As Asindicated indicated ROOM AND ENCLOSED SPACES - CLASS A (CLASS DRAWING TITLE:
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REHABILITATION, EXTENSION AND RESTORATION - CITY PROJECTS
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West Wing
PROJECT
original brownstone piers, timber beams and brick vaults, and to
CITY HALL OFFICES BASEMENT RENOVATION
The project had two phases: (1) included the Situation room
excavate and create an access floor to conceal systems infrastructure
DESIGNED BY:
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03.02.09
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DATE:
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DCAS SIGNATURE
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SCALE: 1/4" = 1'-0"OFFICE SIGNATURE MAYOR'S
2D DATE
2D
MAYOR'S OFFICE SIGNATURE
2D DATE
2D
DDC SIGNATURE
DATE
DDC SIGNATURE
DATE
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52 134 OF Partial Cellar Furniture & Power Plan - Room NUMBER 006 DESCRIPTION:
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DIVISION OF STRUCTURES OPEN OFFICE 5 BUREAU OF ARCHITECTURE & 005AOF STRUCTURES DIVISION ENGINEERING OPEN OFFICE 5 BUREAU OF ARCHITECTURE & 005A ENGINEERING
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UBAHN lay-out to the City Hall basement plans. AC units and hung ceilings to increase natural lighting by 50%, and West Wing of the City Hall Basement, and (2) was to renovate the adding low profile surface-mounted lighting complements and work-spaces and conference rooms located in the East Wing. The CITY HALL, NEW YORK CITY, NY / CLIENT: NYC Department of AdministraDve Services ARCHITECTS ROLE scope of this project was to upgrade the office space for 26 staff
central (ducted) air conditioning system. It followed principles of
within the 19th century City Hall basement, respecting the historic
sustainable design, keeping at least 75% of the existing fabric in place
I coordinated the second phase of this project aligning the architecture
building while adding data cabling infrastructure to facilitate the
and the footprint of the new sub-cellar is within the existing building,
project with the other professionals involved, to develop the model in
communication needs. The principal idea was to expose the structure
minimizing construction waste and the need for new materials, and site
Revit and prepare drawings for client presentations and construction
by peeling away layers of finish to the bare bones, revealing the
disturbance.
submissions.
4
2D
2
52 OF SHEET NUMBER:
52
1 OF
134
A311 1 DCAS SIGNATURE A311 DCAS SIGNATURE
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integrity of the building plan to give it a modern look and a functional
within it. The design encompassed removal of the existing window
N
PROJECT COMPLETION:
renovations to ascertain the original architectural and structural
(awarded in 2010 as the Best Government AV Project), located in the
ENTRANCE HALLWAY 006A
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P 212 239 0220 F 212 563 DATE: 5621 DESCRIPTION: 0' - 6" 4 4
NUMBER
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REVISIONS: URBAHN NEW YORK, ARCHITECTS NY 10018 P 212 23937TH 0220 STREET F 212 563 DATE: 5621 49 WEST NUMBER DESCRIPTION: REVISIONS: NEW YORK, 4 4 NY 10018
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PREVIOUS CONDITIONS East Wing existing
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URBAHN ARCHITECTS
Associate Architect 49 WEST 37TH STREET
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Architects & Planners LLP
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BEYER BLINDER BELLE
Architects & Planners LLP 41 East 11th Street BEYER BLINDER BELLE 4 New York, &NY 10003 LLP Architects Planners Tel:East 212.777.7800 41 11th Street A311 Fax: 212.475.7424 New York, NY 10003 Tel: 212.777.7800 Fax: 212.475.7424
Architects & Planners LLP
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space for 26 staff within the 19th cen basement, respecting the historic b NEW YORK, NY | 2009 adding data cabling infrastructure to communication needs. The principal idea was to expose the peeling away layers of finish to the revealing the original brownstone piers, and brick vaults, and to excavate a The project two phases: (1) included access floorhad to conceal systems infrast room (awarded in 2010 as the Best G it. Project), located in the West Wing of The design encompassed removal of Basement, and (2) was to renovate the window AC units and hung ceilings and conference located in the Ea natural lighting rooms by 50%, and addin The scope of thislighting project complements was to upgr surface-mounted space for staff within the 19th cen (ducted) air26 conditioning system. respectingof the historic de b Itbasement, followed principles sustainable Cellar Floor adding cabling infrastructure at least data 75%Cellar of the existing fabric into Floor Partial Furniture Partial Furniture Power Plan communication needs. footprint of &&the new Power Plan sub-cellar is withi The principal idea was to expose the building, minimizing construction waste peeling away A806 layers of finish to the for new materials, and site disturbance. A806 revealing the original brownstone piers, and brick vaults, and to excavate a access floor to conceal systems infras it. Conducting a forensic analyses on The design and encompassed o construction renovationsremoval to ascerta window AC and unitsstructural and hung ceilings architectural integrity o City Hallplan Plaza natural lighting by 50%, and addin to give it a modern look and a fun surface-mounted lightingplans. complement to the City Hall basement (ducted) air conditioning system. It followed principles of sustainable de Cellar Floor at least 75%Cellar ofFloor the existing fabric in Partial Furniture Furniture & Power Plan footprint of Partial the new & Power Plan sub-cellar is withi I coordinated the second phase of building, minimizing construction waste aligning the architecture project wi for new materials, and site disturbance. A806 professionals involved, to develop the m FE58
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SCALE: 1/4" = 1'-0"
PROJECT SIZE:
PO
450 M² 25 MILLION I coordinated the second phase 0 of aligning the architecture project wi professionals involved, to develop the m
and prepare drawings for client pres construction submissions
RESTORATION - ENVELOPMENT OF THE HISTORIC BUILDINGS
NEW YORK, NY 2007-2009
CENTRAL HARLEM HEALTH CENTER - ACESSIBILITY DESIGN
ELEVATION
9TH AVENUE STATION
BAY PARKWAY STATION
WINDOW SCHEDULE
REHABILITATION, EXTENSION AND RESTORATION - CITY PROJECTS
PLAN
STUDIES - POCKET PARKS, NYC "NATURE IN THE CITY MUST BE CULTIVATED, LIKE A GARDEN, RATHER THAN IGNORED OR SUBDUED” - THE GRANITE GARDEN (Anne Whiston Spirn)