2012 Portfolio

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_technorythme

ANDR GATIEN

[email protected](514)931-8923

3979 NEWMARCHVERDUN, MONTRAL, QC

J0M 1J0CO

NTA

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banDeS riveraineS MiniStrieLLeS

viterPentes de 30% et plus

Milieux humides et cours deau

Zones abri et abri-nourriture

Zone peu utilise par le cerf

Bandes riveraines municipales

Bandes riveraines ministrielles

LA LGENDEMONT-TREMBLANT, QC

Collaborator : CATHERINE RIOUX

A masterplanned community development situated in the ski resort town of Mont-Tremblant, Qubec. Manitonga Soutana La Lgende is a 1.4 million square meter property comprising 95 highly luxurious residences with an estimated value of over 300 million dollars.

The objective was to preserve fully 80% of the site in its current state, create and preserve connections to the surrounding national park and protect local faunae and florae. The end product had to be invisible from the surrounding countryside because it is situated on the slopes of Mont-Tremblant, the highest mountain in the area as well as the driving element of the local economy.

The residences all conform to a LEED-inspired building code and the road infrastructure was reduced to a minimum, in this case, between 4 and 5 m in total width (two lanes), thereby reducing traffic speeds. Every single home was located with the help

of detailed laser topographic maps and GPS markers from on-site visits. The sites were selected to reduce ecological and visual impact while at the same time maximizing real-estate value.

Displacement corridors were preserved to allow deer and other animals access to the 1.2 million square meters of forest within the site and to the immense national park surrounding the site on three sides.

Several GIS databases were used to determine the most sensitive areas of the property as well as areas where roads and homes could be built at minimum impact.

NUNTIPMONTRAL, QC

Collaborators: CHRISTIAN DUCHARME, DAVID POULIOT

NunTip is the final phase of the development of Nuns Island, being the last available undevelopped land. A commercial street, waterfront park connected to the regional bicycle network as well as housing are all planned for the area.

The most prominent feature of the development is the public park located at the end of the commercial street and plaza.

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G LAC-EN-CIELMONT-TREMBLANT, QC

Collaborators : IBI/DAA URBAN DESIGN DEPARTMENT

Lac-en-Ciel is a development project located in the Mont-Tremblant area. The project consisted of determining ideal locations for homes, roads, amenities and parks.

Custom furniture, docks, signage and lighting was developped in order to give the project a distinct identity. The project was marketed to europeans and americans and this was reflected in the rustic but clean design guidelines for the different elements of the project.

The faunae and flaura being the most important touristic appeal, it was important to enhance and work with nature.

PRESENTATION DOCUMENT - JUNE 2010SILVER HILLS DEVELOPMENT - SOUTH LANDS

2

S.E.

N.C

.

MASTER PLAN - NUMBER OF LOTS

SCALE 1:2000

MASTERPLAN

NUMBER OF LOTS: 124

Single family unit = 81 Row dwelling residential = 10Multiple dwelling - condos = 29High rise = 4

NOTENot for construction. Conceptual plan only.

LEGEND

Single family unit

Row dwelling residential

Multiple dwelling - condos

High Rise

Park, approx

Lot line

Thoroughfare road

N

SUDBURY DEVELOPMENTSUDBURY, ON

Collaborator : SERGE GALLANT

The mandate was to develop a masterplan for a suburban vacant lot that the client wished to build residential units at the highest density permitted by zoning while adhering to all municipal regulations and bylaws.

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JULY 14th, 2010

Dartmouth Crossing, Nova ScotiaResidential Development - Master Plan

Pro

jet :

192

95 -

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14.in

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master plan

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18 18

18

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14

18 20

10

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20

0 40 80 160 240 m

1:4000

DARTMOUTH CROSSINGDARTMOUTH, NS

Collaborator : SERGE GALLANT

Dartmouth Crossing is a residential development project near Halifax. The specifications for the project required high density and central public spaces accessible by pedestrian networks throughout the project.

The site was challenging due to it being enclosed by highways and cliffs as well as due to the abrupt topography of the region.

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New Buildings

New Green Spaces

City Renewal Plan

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2

3

RETISSAGEMONTRAL, QC

Collaborator : SERGE GALLANT, FLORIAN VILAIN

This end of studies project, is a study in urban renewal and community masterplanning. We chose to reinvigorate a currently neglected urban industrial site we identified as a rupture in the surrounding urban fabric and proceeded with a resewing of the city.

The site, centered around the Van-Horne overpass is sandwiched between two neighbourhoods known for their artistic communities.

Reimagining this abandoned urban landscape was the objective. Therefore, we created green spaces, changed the grain of the urban fabric to better suit the human scale and considered cross-city transportation as well as a multitude of other factors. A full report detailing zoning and land use as well as a development strategy was also produced.U

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Axe - Ruisseau Propos

16171819202122232425262728293031323334

1516171819202122232425262728293031323334

0+0000+0500+1000+1500+2000+2500+3000+3500+4000+4500+5000+5500+6000+6500+7000+7500+775

-6.00%

-0.90%

-0.12%

-0.98%

-6.00%

-0.52%

-6.00%

-0.52%

-0.52%-0.28%

-0.72%

Profil propos du lit du ruisseau

Profil du sol existant le long de l'axe centraldu ruisseau. Note : Le relev ne contientpas le niveau du lit du ruisseau existant.

Lorsque l'axe central du ruisseau propostraverse le ruisseau existant, c'est le

niveau existant de l'eau qui est indiqu etnon pas le niveau du lit existant.

Profil du sol existant le long de l'axe central duruisseau. Note : Le relev ne contient pas le

niveau du lit du ruisseau existant. Lorsque l'axecentral du ruisseau propos traverse le ruisseauexistant, c'est le niveau existant de l'eau qui est

indiqu et non pas le niveau du lit existant.

Profil du sol existant 15m droitede l'axe central du ruisseau

propos. (ORGANGE)

Profil du sol existant 15m gauche de l'axe central du

ruisseau propos. (ROUGE)

SECTEUR SUD SECTEUR CENTRE SECTEUR NORD

18 Seuils franchissables. 3m x 15cm. Voir dtail.

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LIMITE DE PROPRIT

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600APF

601APG

LIMITE DESECTEUR LIMITE

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SECTEU

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LIMITE DESECTEUR

LIMITE DESECTEUR

LIMITEDE

SECTEUR

PISTE CYCLABLE PROPOSE

SECTION DU COURS D'EAU AVEC SEUILS

SENTIER SURPONCEAUEXISTANT

00MIS POUR APPROBATION10-12-16

N

Ce plan constitue, titre d'instrument de travail, la proprit de l'architecte etne peut tre reproduit sans son autorisation. Toutes les ides et informationsapparaissant sur ce dessin sont rserves l'usage exclusif de ce projet et nepeuvent tre utilises d'autre fin sans la permission crite de l'architecte.

Les dimensions ne doivent pas tre mesures directement sur ce dessinL'entrepreneur doit vrifier toutes les dimensions ainsi que les conditions dechantier. Toutes erreurs et omissions devront tre signales l'architecte.

Ce dessin ne pourra tre utilis pour la construction qu'aprs avoir t mispour construction et scell et sign par l'architecte.

Date Description Rvision

Sceau

Projet

Titre du dessin

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Client

Groupe IBI / DAA Inc.460, rue McGillMontral QC H2Y 2H2TlTlc

514 954 5300514 954 5345

PLAN CL

Ville de Terrebonne

14 Dcembre 2010


Notes gnrales :

1. Ce document ne doit pas tre utilis des fins desoumission ou de construction

2. Avant de commencer tout travail, l'entrepreneur devra:

2.1. Vrifier toutes les dimensions des dessins, lesniveaux et les conditions existantes sur le chantier.

2.2. Avertir aussitt le directeur de toute erreur et/ouomission.

2.3. Avant de creuser, appeler INFO-TRAVAUX :286-9228

3. Les donnes gographiques, topographiques etcadastrales sont tires de plans prpars par Meunier,Fournier, Bernard McClish inc. Arpenteurs - Gomtres.Minutes : 2381, 2382, 2309, 2743, 2746 .

4. Les pentes, travaux autoriss en fonction des pentes etstabilit du sol sont tirs d'tudes prpares par GroupeQualitas inc. Dossiers : G09298-3D-rap-1,G09298-1D-rap-1-rv.1, G09298-4D-rap-1,G09298-3D-Rap-1-rv.1, G09298-D-rap-1-rv.1.

AP-400 01

Andr Gatien, Hlne Crauste

Frdric Dom

----

Profil du ruisseauPlan gnral de description des travauxDescription des Travaux

Amnagement du ruisseau Ouimet-Gascon

10201

12.50 25 50

1:1250

75m

100 20 40

1:1000

60mPLAN GNRAL DE DESCRIPTION DES TRAVAUX

PROFIL DU RUISSEAU

0+00

0

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0+3000+350

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4

600APD

600APE

600APC

600APB

600APA

LIMITE DE PROPRIT


600APF

601APG


DE

SECTEU

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LIMITE DESECTEUR

LIMITE DESECTEUR

LIMITEDE

SECTEUR


LIMITE DE PROPRIT



DE

SECTEU

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LIMITE DESECTEUR

LIMITE DESECTEUR

LIMITEDE

SECTEUR

Lgende

Lit du ruisseau

Rives en pierre de rivire

Gazon en plaques

Ensemencement l'intrieur de la bande

riveraine

Ensemencement l'extrieur de la bande

riveraine

Arbre / Arbuste



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514 954 5300514 954 5345

PLAN CL

Ville de Terrebonne

14 Dcembre 2010


Notes gnrales :








AP-401 01


Frdric Dom

----

Plan de plantationPlan de nivellementDescription des Travaux


10201

12.50 25 50

1:1250

75m

100 20 40

1:1000

60mPLAN DE NIVELLEMENT

PLAN DE PLANTATION

1,000

0,5000,500

2,5000,500

0,500

PLANTATIONSRIVERAINES

01 SEUIL FRANCHISSABLE - VUE TYPECHELLE 1:25

1,000

RIVE ENPIERRE DE RIVIRE

PIERRE NATURELLE

PALFEUILLE

RIVE ENPIERRE DE RIVIRE

03 RUISSEAU- COUPE TYPECHELLE 1:25

ENROCHEMENT DU CTEXTRIEUR DES

COURBES

602AP02

602AP03

602AP03

TERREAU DE PLANTATION

SOL NON REMANI OUREMBLAI

DESSUS DE L'EAU

LP

COUPE TYPE - 0+730,00CHELLE 1:150G

4,5

2,5 1,01,0

RUISSEAU

Variable

3.65PENTE 1

20,6

PENTE

PROFIL DE SOLPROPOS

PISTE CYCLABLE

2.81

1 PONT ALUMINIUM 12000 mm (40') LONGCROQUIS GNRAL PRLIMINAIRE

DESSIN FINAL REVISER AVEC INGNIEUR

MAADI Group Inc., tout droit rserv 2011

03 PASSERELLECHELLE 1:50


N





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514 954 5300514 954 5345

PLAN CL

Ville de Terrebonne

14 Dcembre 2010


Notes gnrales :








9m631.5

1:150

0

AP-602 01


Frdric Dom

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Coupes et dtailsDtails


10201

OUIMET-GASCON STREAMTERREBONNE, QC

Collaborator : FRDRIC DOM, HLNE CRAUSTE

The Ouimet-Gascon Stream was rendered unstable, biologically dead and unisghtly by poor city planning and lack of municipal supervision that led to the developer infilling parts of the stream and leveling all of the surrounding areas in order to build homes. Many of the homes were too close to unstable slopes, leading to landslides and reduced drainage capacity.

REH

ABI

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N The project consisted of analysing the problematic areas, determining a new path for the stream, changing its elevation, stabilisation and renaturalisation. All of the work was coordinated with an engineer and the MDDEP.

RUE DES OUTARDES

RUE DES ANDES

RUE

AMD

O-M

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RU

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PISTE MULTIFONCTIONNELLE

SENTIER

PISTE CYCLABLE

SENTIER


SENTIER

SENTIER

SENT

IER


SENTIER

AIRE D

E JEU

X POU

R ENF

ANTS

BELVDRE

BELVDRE

40.00

33.0033.5034.00

29.00

32.0032.50

31.50

38.0038.5039.0039.50

37.50

37.50

38.5036.50

36.00

35.50

37.0035.00

39.50

39.00

38.00

37.0036.50

A602

B602

05605

05602

03601

6601

03605

06601

11601

02605

01601

09600

07605

08601

09200

08200

06200

04200

07200

13605

14605 12

605

15605

10601

06605

02502

0660501

603

01200

02200

03200

10200

05200

011200

10605

11605

09605

08605

16605

08601

06602

05605

06605

SEPT PIERRES GRANITIQUES COULEUR GRISESERVANT DE BANC INSTALLES DEVANT LASCNE, DIMENSIONS (600mm X 600mm X 600mm).LES PIERRES SERONT DPOSESDIRECTEMENT SUR LA MEMBRANE DE L'AIRE DEJEUX. STABILISER LA PIERRE AVANT DEMETTRE LA FIBRE DE CDRE DANS L'AIRE DEJEUX, VOIR DEVIS.

011200

011200

011200

011200

011200

011200

011200

011200

011200

011200

011200

01604

02604

03604

04604

05604

06604

02603

03603

01603

Bton couleur Sedona(JO-6435R, 2 sac) de

la compagnieInterstar ou

quivalent approuv.

Bton couleur SilverDiamond (BL3212R, 1 sac)de la compagnie Interstarou quivalent approuv


Bton couleur SilverDiamond (BL3212R, 1 sac)de la compagnie Interstar

ou quivalent approuv


Bton couleur SilverDiamond (BL3212R, 1 sac)de la compagnie Interstar

ou quivalent approuv

Bton des murs de soutnementcouleur Moonsoon (NR5157R, 2

sac) de la compagnie Interstarou quivalent approuv.

01600

02600

03600

09600

01601

01601

02601

02601

03601

05601

05601

01605

6601

07601

01602

02602

03602

04602

09601

03605

04605

06606

RUE DES OUTARDES

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PISTE CYCLABLEPISTE MULTIFONCTIONNELLE

Type: L-PG-11415-001-R03-GEO|ROC_ALIGNEMENT; Lscale:1.0

1.0

; Lscale:1.0

1.0

L-PG-11415-001-R03-GEO|HAIE; Lscale:1.0

; Lscale:1.0

L-PG-11415-001-R03-GEO|HAUBAN; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|LIMIT_OCCUPATION; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|MAISON; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|MARECAGE; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|MARQ_AXIAL_DOUBL

Type: L-PG-11415-001-R03-GEO|MARQ_AXIAL_TIRET

Type: L-PG-11415-001-R03-GEO|MARQ_AXIAL_MIXTE

Type: L-PG-11415-001-R03-GEO|MARQ_CONTINUITE

1.0; Lscale:1.0

L-PG-11415-001-R03-GEO|PROFIL_2_FOSSES; Lscale:1.0

L-PG-11415-001-R03-GEO|PROFIL_FOSS_DROI; Lscale:1.0

L-PG-11415-001-R03-GEO|PROFIL_FOSS_GAUC; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|ROC1; Lscale:1.0

L-PG-11415-001-R03-GEO|ROC; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|RUINES; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|TALUS_CRAITE; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|TALUS_H

Type: L-PG-11415-001-R03-GEO|TALUS_B; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|TALUS_H1

Type: L-PG-11415-001-R03-GEO|TALUS_B1

L-PG-11415-001-R03-GEO|EGOUT_TROP_PLEIN; Lscale:1.0

L-PG-11415-001-R03-GEO|IRRIGATION; Lscale:1.0

Type: L-PG-11415-001-R03-GEO|TALUS_B2

Type:

L-PG-11415-001-R03-GEO|HAIE-3; Lscale:1.0

10.0%

75,000

TEXTE MULTILIGNE

90

11

10

100.00

11

10

LTSCALE = 15 MSPACE

LTSCALE = 10 PSPACE

01PLAN DE NIVELLEMENT

CHELLE 1:1500

100 x

100mm

00.00

NOTE2NOTE1

AP


LGENDE

GAZON EN PLAQUE,VOIR DTAIL 05, PLANCHE AP-606

PAV DE BTON,VOIR DTAIL 03, PLANCHE 601 ETDTAILS 01,02 ET 03 , PLANCHE AP-603

CRIBLURE DE PIERRE (SENTIER DE 2.4M),VOIR DTAIL 02, PLANCHE AP-601

PIERRE NATURELLE LAVE 20mm,VOIR DTAIL 07, PLANCHE AP-601

LIT DE PLANTATION,VOIR PLANCHE AP-606

FIBRE DE CDRE,VOIR DTAIL 08, PLANCHE AP-601

DALLE GAZON,VOIR DTAIL 06, PLANCHE AP-606

ASPHALTE,VOIR PLANS DES INGNIEURS

BTON COUL,VOIR PLANS DES INGNIEURS

FOSSE DE PLANTATION,VOIR PLANCHE AP-606

01604

DTAIL:NUMRO DE RFRENCEPLANCHE DE RFRENCE

CRIBLURE DE PIERRE (SENTIER DE 2.0M),VOIR DTAIL 01, PLANCHE AP-601

05602

01603PANIER REBUS ET PANIER RECYCLAGE,

VOIR DTAILS 03 ET 04, PLANCHE AP-605 ETDTAIL 06, PLANCHE AP-601

BANC,VOIR DTAIL 01, PLANCHE AP-605 ETDTAIL 06, PLANCHE AP-601

LAMPADAIRE PROJET,VOIR DTAIL 07, PLANCHE AP-605ET INGNIEURS

LAMPADAIRE EXISTANT

LIMITE INTERNE DES TRAVAUX

07

LGENDE:

MODULES D'EXERCICE POUR INSTALLATION VOIR DTAIL 09, PLANCHE 601

01 MARCHES VERTICALES, MODLE no.160-001

02 LEV DE LA JAMBE, MODLE no. 160-002

03 REDRESSEMENT DU CORPS, MODLE no. 160-003

04 BARRES PARRALLES, MODLE no. 160-004

05 SAUT DE POUTRE, MODLE no. 160-005

06 CHELLE HORIZONTALE, MODLE no. 160-006

07 POMPES, MODLE no. 160-009

08 LVATION DE LA BARRE, MODLE no. 160-0011

09 POUTRE D'QUILIBRE, MODLE no. 160-0014

10 CHELLE VERTICALE, MODLE no. 160-0015

11 AFFICHES SUR 1 CT SUR POTEAU

00AP-200

11415

22 aot 2011

Ren Perreault

Josianne L'Hreault

C.B. et M.B.

PLAN DES SURFACESET RFRENCES AUX DTAILS

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1 ZONE GLOBALE DE CHANGEMENTS.SE RFRER AUX DIFFRENTS PLANS POURLE DTAILL DES MODIFICATIONS .

E LAKE PARKSAINT-LAURENT, MONTRAL, QC

Collaborator : REN PERREAULT, FRDRIC DOM

E Lake Park is a nearly 3 million dollar park built around a retention basin disguised as a lake/pond. Water is recirculated through the lake and filtered mechanically and chemically by a sediment berm covered with specially selected vegetation. The park features a 35 meter self supporting bridge and is scheduled for completion in november of 2012.

Coordination and site supervision of landscape architecture, civil, electric, structural and mechanical engineering was part of my mandate.

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_technorythme

Documents

2012 Portfolio