Portfolio wen li 20180410 by wl2013

WEN LI I SELECTED WORK 2014 - 2018

1 2 3 4 WATERS OF THE OCEAN

THE ON-STRUCTURE PUZZLE

THE GREENWAY

THE WATER PLAY

Type Domestic I Landscape I Privately Owned Public Space Phases Involved Concept, Entitlement, SD, DD, CD Current Status Ongoing, Beginning of Construction Documents Team Ying-yu Hung, Gerdo Aquino, Wen Li, Jeremy Klemic, George Kutnar, Xiaochi Tang. Individual Contribution Lead designer in all Phases, Concept brainstorm, 3D modeling, renderings, client communications, project coordinations. Media CAD, Rhino, Lumion, Photoshop Time 2016-2018

Type International I Water Feature I Public Realm Phase Schematic Design, Construction Documents. Landscape Architect James Corner Field Operations Team Tom Yankelitis, Wen Li, Dolly Davis. Individual Contribution Main designer, work on site plan, finishes plan, grading plan, elevations, sections and construction details under instruction of project manager from Schematic Design to Construction Documents. Time 2014

Qingpu Xujing Convention Center, Shanghai, China

Page 3-7

Landmark II Wilshire Park & Amenity Deck, Los Angeles, California

Page 8-14

East Lake Greenway II, Wuhan, China

Page 15-16

Shelby Farms Park Patriot Lake Expansion, Memphis, TN

5 6 7 Page 17-19

AT SEA

CONCENTRATED INFINITY

A VERDANT OASIS

Type International I Landscape I Residential Phases Involved Concept, SD. Current Status Partially built, mostly under Construction Team Ning Deng, Wen Li, Jing Zhang, David Christensen. Individual Contribution Team captain, Lead designer, client communications, project coordinations. Media CAD, Rhino, Lumion, Photoshop Time 2016-2017

Type International I Water Feature I Commercial Architect Elkus Manfredi Architects Phase Concept, Schematic Design, Design Development. Team James Garland, Karen Adhikari, Wen Li, Andrew Boquiren. Individual Contribution Main designer in SD and DD Phases, concept brainstorm, form study, 3D modeling, renderings, detail drawings, mock-up inspection, project coordinations. Media CAD, Illustrator, Rhino, Maxwell, Photoshop Time 2014-2015

Rongxin Qinglong ARC Mansion - Exhibition Area, Hangzhou, China

Page 20-22

The Mall at Miami WorldCenter, Miami, FL

Page 23-25

Bunker Hill Steps Renovation, Los Angeles, California

Page 26-29

WL 4.7

WATERS OF THE OCEAN

Qingpu Xujing Convention Center, Shanghai, China

PL 5.80

FFE 5.32 WL 4.7 WL 5.25 PL 5.525 WL 5.25

WL 4.425

WL 4.7

FFE 5.32 WL 5.25

WL 4.425

WL 5.25

PL 5.525

FFE 5.32

WL 4.7 PL 5.80 WL 4.7

WL 4.7

PL 4.975 WL 4.425

WL 5.25 WL 4.7 WL 4.7

SKL 5.575 PL 4.975 WL 5.25

FFE 5.32

WL 5.25

SKL 5.575 WL 4.425 FFE 5.32

FFE 5.32 WL 5.25

PL 4.7

WL 5.25

WL 4.425

PL 4.975

WL 5.25

FFE 5.32

WL 4.7

FFE 5.32

Type International I Water Feature I Corporate Phase Concept Design, Schematic Design Current Status Under Construction Landscape Architect SWA Group-LA Team James Garland, Wen Li, Shannon Hoff. Individual Contribution Lead designer in SD Phase, Concept brainstorm, 3D modeling, renderings, client communications, project coordinations. Media CAD, Illustrator, Rhino, Maxwell, Photoshop Time 2014-2015 The Shanghai Qingpu Xujing Convention Center #3 site exists within a larger framework of the Qingpu District, characterized as an area in transition, from low density residential land to a highly urbanized commercial and transportational hub for metropolitan Shanghai. As a response to its emerging urban identity, the project occupies a significant role as the center of the greater Hongqiao financial hub. At the west end, commercial buildings and a hotel, nestled within an urban open plaza setting, serve to represent the needs of an urban lifestyle. Further east, the core of the project site is comprised of a series of buildings that amount to one singular flower/petal theme. By adstracting the significance of the flower as a life-giving force, THE OCEAN concept compliments and builds upon this idea by connecting the flower theme to another source of life, THE OCEAN. THE OCEAN acts as a metaphorical fountain of knowledge and youth, promoting an ocean of ideas, and engendering the free flow of thought and innovation by creating a series of different but unified sub-concepts: FALL, RIPPLE, GLIDE, and WAVE. THE OCEAN shapes and is shaped by its surroundings, creating a reflexive relationship with the buildings and landscape that surround it. The waters of the Ocean mix and weave, drawing strength from the projectâ&#x20AC;&#x2122;s center, anchoring the site with a strong signature experience, simultaneously offering some variety in its for zones. The Ocean is alive with motion: Wave, Glide, Ripple and Fall.

Fall ç&#x20AC;&#x2018;ĺ¸&#x192; As an abstracted waterfall, the landscape represents the rigorous and ceaseless activity necessary for innovative breakthroughs. The waters at the Fall zone are animated by free-falling water segments at each water terrace. The Falls are positioned to maximize and create sounds visual sub compositions. Each fall is allowed to create an elegant, glassy effect to better engage the scale and character of the space.

Site Photo (Under Construction)

PL 5.525

WL 4.425

FFE 5.32 WL 5.25

WL 5.25 FFE 5.32 PL 5.80 WL 4.7

WL 4.7

PL 4.975

Ripple 涟漪 Like the reverberations a new technology or idea can have globally, ripple symbolizes achievement and growth through hard work. The waters at the Ripple zone are animated with tall, internally illuminated jets. These jets create overlapping ripples in the water’s surface, which sparkling in the sunlight. At night, the pool is alive with sparkling, LED light emanating from inside the water jets.

Site Photo (Under Construction) PL 5.525

WL 4.425

FFE 5.32 WL 5.25

WL 5.25 FFE 5.32 PL 5.80 WL 4.7

WL 4.7

WL 4.7 WL 4.7

PL 4.975 WL 5.25

WL 5.25 SKL 5.575 WL 4.425 FFE 5.32

FFE 5.32 WL 5.25

PL 4.7

WL 5.25

Glide é?&#x2122;ćľ Like water gliding across the landscape, ideas disperse into the collective consciousness in the same way, ushering in change and breathing like into its surroundings. The glide zone is animated by underwater terraces which reveal directional surfaces visible under the smooth water. These terraces are designed to catch the sunlight, transmitting lively, gliding reflections across the pool.

WL 4.7

Site Photo (Under Construction)

PL 5.80

FFE 5.32

FFE 5.32 WL 4.7 WL 5.25 PL 5.525 WL 5.25

WL 4.425

WL 4.7

FFE 5.32 WL 5.25

WL 4.425

WL 5.25

PL 5.525

FFE 5.32

WL 4.7 PL 5.80 WL 4.7

WL 4.7

PL 4.975 WL 4.425

WL 4.7

WL 5.25 WL 4.7 WL 4.7

SKL 5.575 PL 4.975 WL 5.25

FFE 5.32

WL 5.25

SKL 5.575 WL 4.425 FFE 5.32

FFE 5.32

FFE 5.32 WL 5.25

PL 4.7

WL 4.425

PL 4.975

WL 5.25

THE ON-STRUCTURE PUZZLE

Landmark II Wilshire Park & Amenity Deck, Los Angeles, California Type Domestic I Landscape I Privately Owned Public Space Phases Involved Concept, Entitlement, SD, DD, CD Current Status Ongoing, Beginning of Construction Documents Team Ying-yu Hung, Gerdo Aquino, Wen Li, Jeremy Klemic, George Kutnar, Xiaochi Tang. Individual Contribution Lead designer in all Phases, Concept brainstorm, 3D modeling, renderings, client communications, project coordinations. Media CAD, Rhino, Lumion, Photoshop Time 2016-2018 The westside of Los Angeles has always been a desirable destination for businesses, visitors, and residents to “live, work, play”. The area is easily reached by vehicular and public transportation, and clusters of communities have formed within this area which is an easy drive to the ocean. The new Wilshire Park is a respite within the hustle and bustle of the heavily trafficked corridor. It will be a respite that will become a destination for people of all ages seeking unique experiences. This park expresses multiple overlapping narratives of history, culture and nature that are constant factors in Los Angeles. Within walking distance of Wilshire Park (Landmark II), the former Kuruvungna Springs site of the indigenous Tongva tribe can be found within the University High School campus. Such history should be treasured in Los Angeles, and will become one of the inspirations of the Wilshire Park concepts. Another inspiration is the geological formations of Los Angeles. The Lakewood Formation, as the dominant structural element in this area, is notable for its horizontal layers and has been called out in the wall design of the park. On the Ground Level, Wilshire Park offers 6 main programmed areas with seamless access to the larger urban context of West Los Angeles, with unique amenities that infuse it with character. • The Forest links the main pedestrian entrance and lead people to various amenities with meandering walkways, highland patios, and the unique geological walls that are protected by tree canopies for shade as well as lush plantings. • The Glade adjacent to the Forest, features the grand lawn, a stage with an iconic sculptural canopy and seating areas that bask the sunshine. • The Springs, featuring a koi pond and a modern water feature at the outdoor dining terrace, provides direct views of the park, or perhaps another opportunity to relax in tree canopies while watching activities all around. • The Entry Drive is the vehicular entrance from Granville Avenue, featuring a Jacaranda bosque to encourage cars to slow down. • The Drop-off Plaza is the grand entrance of the residential tower for both vehicular and pedestrian traffic from Granville Avenue, Wilshire Boulevard and Stoner Avenue, featuring a specimen tree in a custom white planters and green edges all around to encourage slow traffic. • The Garden Promenade serves as a formal landscape edge between the architectural plaza and the Wilshire Park with ample seating opportunities in a linear garden. On the Podium Level, the Amenity Deck offers 5 main programmed areas that offer ample opportunities for recreation and dining within landscape features that evoke the greater natural features of the West Los Angeles. The Amenity Deck is designed to accommodate all types of users – from a family friendly Pool Deck to a more calm Spa, for users who would like to enjoy a relatively private aura. With ample landscaped outdoor spaces programmed to be a Park Terrace, Outdoor Lounge, and an Outdoor Dining area, the defining characteristic of the amenity is to provide respite from the surrounding urbanization, from the heat of the sun, and from the hustle and bustle of the city. With every programmed area and landscape feature above, ample consideration will be given to material qualities, furniture selection, and a planting palette that evoke a unique sense of place. inserting a new strip system starting from buildings on the edge, shaping by social landscape and stretching into the circular agricultural fields.

CONCEPT DESIGN

ENTITLEMENT

Landmark II, Los Angeles, California

Illustrative Plan / Entitlement - Oct. 24, 2016

The Springs

The Forest

The Springs

The Park Entrance

The Translucent Edge

The Glade

The Forest

Night View

10â&#x20AC;&#x2122;

201

SCHEMATIC DESIGN

Enlargement - The Forest

Landmark II, Los Angeles, California

1 9 3

8 9 7

3 9

3 3

4 5

KEYNOTE LEGEND 1. Wilshire/Stoner Gateway 2. Sculptural Canopy at Gateway 3. ADA Ramp 4. Hedge 5. Bike Racks

Enlargement - The Glade

6. Gate 7. Sendimentary Stone Wall 8. Stairs 9. Forest Patio 10. Existing Vent

2 3

4 8 1

7 10

The new Wilshire Urban Park is conceived as a respite within the hustle and bustle of the Wilshire corridor. A respite that will become an iconic platform for groups of families, children and seniors seeking unique experiences. A park whose design expresses multiple narratives of history, culture and nature.

Lakewood Formation

Inspiration

KEYNOTE LEGEND

The dominant structural element in the area is the north-dipping Santa Monica– Hollywood–Raymond fault system, the southern boundary of the Transverse Ranges.

5-mile

1. Lawn 2. Stage 3. Sculptural Canopy at the Stage 4. Seat Wall 5. Park Walkway +

6. Koi Pond 7. Water Feature 8. Cafe Terrace 9. Garden Promenade 10. Interior Cafe

Enlargement - The Drop-off Plaza 3 2

Tongva Sacred Spring/California Historical Landmark University High School, Los Angeles

Los Angeles Geology

1 5

Recent Alluvium

6 7 Site

5-mile

5 miles radius

Oil fields near the site

Period

Formation

Holocene

Recent Alluvium

Pleistocene

Lakewood Formation

Jurrasic

Santa Monica Slate

Miocene

Topanga group Calabasas Formation Conejo Volcanics Topanga Fm.

KEYNOTE LEGEND 1. Hedge (24” to 30” Tall) 2. Tables and Chairs 3. Shrub Planting 4. Custom Bench 5. Lights flush with Ground

6. Water Feature 7. Bike Racks 8. Motor Court with Drop Off 9. Lobby 10. Edge of Hammerhead Firelane

SCHEMATIC DESIGN

VALUE ENGINEERING

Material Palette

Structural Coordination Sketches

Landmark II, Los Angeles, California

Specialty Concrete Paving Type A: Lithocrete w/ “wood” finish (Shaw & Sons equivalent)

Geological Walls:

Specialty Concrete Paving Type B: Lithocrete w/ “wood” finish (Shaw & Sons equivalent)

Layers of interpretive concrete walls of various layers of aggregates expressing the natural sedimentation occurring in the mountains and alluvial plains.

Material Palette

Landmark II, Los Angeles, California

Specialty Concrete Type C1 (light): Lithocrete ground acid finish (Shaw & Sons equivalent)

Specialty Concrete Type C2 (dark): Lithocrete ground acid finish (Shaw & Sons equivalent)

Specialty Concrete Type D: Lithocrete ground acid finish (Shaw & Sons equivalent)

DESIGN DEVELOPMENT

DD REVISION

DD Layout

DD Revision Layout

DD Grading

DD Revision Grading

Landmark II, Los Angeles, California

DESIGN DEVELOPMENT

DD REVISION

DD Sections

DD Revision Sections

Landmark II, Los Angeles, California

DESIGN DEVELOPMENT

DD REVISION

DD Details - Geological Wall

DD Revision Details - Geological Wall

Landmark II, Los Angeles, California

DD Rendering - The Forest - At Installation

Landmark II, Los Angeles, California

DD Rendering - The Forest - 5 Years Old

DD Rendering - Cafe Terrace - At Installation

DD Rendering - Cafe Terrace - 5 Years Old

3 THE GREENWAY

East Lake Greenway II, Wuhan, China

Type International I Landscape I Public Realm Phases Involved Concept, International Competition. Current Status Partially Built. Team Ning Deng, Wen Li, Ray Zhao, Grace Gao, Xinnan Xu, Mariel Fink, Judy Qu. Individual Contribution Team Captain, Concept brainstorm, 3D modeling, rendering coordinations, client communications, project coordinations, international travel. Media CAD, Rhino, Lumion, Photoshop Time 2017 As part of the design team for Wuhan East Lake Greenway I, we are glad to see how popular it has become. Greenway I attracts diverse users, such as bicyclists, electric scooter riders, families with strollers, and pedestrian tourists. However, the passenger flow volume has exceeded expectations and the linear armature is unable to maintain a well-organized slow traffic circulation. In the process of planning and designing Greenway II, it is essential to provide alternative spaces and further optimize the circulation in the slow traffic system by creating various layers of spaces - space for stay, extended space, great open space, etc. - along the greenway. The next phase of the greenway will be the greenway â&#x20AC;&#x153;plusâ&#x20AC;? with unique identities and the capacity of satisfying all users from the neighbood, the city, the country, and beyond.

The Great Lawn at the Peach Blossom Island

Vistor Center at the Peach Blossom Island Wuhan East Lake

Master Garden Entrance

Master Garden Lakefront

The Mirror Garden

The Greenway at the Mirror Garden

The Weaving Greenway

The Weaving Greenway at the Lily Pond

The Climbing Wall at the Peach Blossom Island

The Greenway at the Sports Park

Birdâ&#x20AC;&#x2122;s Eye View from the City

Photo by Wen Li

The Master Plan

4 THE WATER PLAY

Shelby Farms Park Patriot Lake Expansion, Memphis, TN Type International I Water Feature I Public Realm Phase Schematic Design, Construction Documents. Landscape Architect James Corner Field Operations Team Tom Yankelitis, Wen Li, Dolly Davis. Individual Contribution Main designer, work on site plan, finishes plan, grading plan, elevations, sections and construction details under instruction of project manager from Schematic Design to Construction Documents. Time 2014

REVISION

REVISION : NO.

DATE

DESCRIPTION

NO.

X 23 1'-0" 1'-0" 1'-0"

X 22

12.5%

W 07 R 06

R 03 R 01

7 Elevation

LEGEND :

LEGEND

Scale 3/8" = 1'-0"

10'

X 20 F 02 1'-0" 1'-0" 1'-0"

R 02

Drainage Grate

X 24

12 Elevation

Frothy Arch, From Core Through Stone

1 WATER TUNNEL

W 06

R 05

R 04

6 Elevation

Scale 3/8" = 1'-0"

10'

SCHEDULE

KEY TYPE

2 .2 F3 W

1 .2 F3 W

5 WELLSPRING

Frothy arches, 10' spans From bored holes in boulders, 3 4 '' bore

2 WATERFALL GROTTO

19' weir length, 3 8 '' thick flow over the weir Water supplied through hole bored in boulders

3 JET FIELD

Smooth bore streams, 6'' diameter, 18''-48'' height NLC 075 Crystal Fountains

4 MISTING ROCKS 6 1 WF2.0

Smooth Bore Stream, Set Flush With Concrete Finish Floor EL.: +264.00

6 RIVER BED

Concrete Steps with Stainless Steel Handrail Finish Floor EL.: +266.00

8 HAND PUMP

Equipment Vault Access Hatch, To Match Concrete Finish

5 Elevation

Sloped flows, Water supplied by Wellsprings 4'' deep water, average with 8'-0''

5.17630 Richter Spielgerate

T 11

T 10

T 09

3 .1 WF3

Rendered Concrete Finish with Small Smooth Stones Exposed

T 08

NO.

4 Elevation

LANDSCAPE ARCHITECT :

James Corner Field Operations

10'

CONSULTANT TEAM :

2 .1 3 WF

X 19

F 05

F 02

F 06

X 07

Exposed Aggregate Concrete

1 3.0 WF

WC-01

Finish/Texture

Color

Boulders Throughout

Grout to match stone color

Natural

Varies

Walking Surface Throughout

Concrete to have integral waterproofing admixture

Non-slip

To Match Limestone

Rendered Concrete Finish with Small Smooth Stones Exposed

F 05

F 07

DD,WL 03.03.2014

10' DRAWING NO.

Cone Nozzle, Set Flush In Stone

CHECKED

SCALE

AS_SHOWN

X 19 X 17 F 04 X 15

X 06 X 09 X 11

X 18 F 03 X 13 X 21

F 02

W 06

X 16 X 14 X 12

10'

F 01

Shelb

500 Nor

PROJECT

X 10

2 Elevation

10 Elevation O Water arches

WF-1.1

All Rights Reserved These drawing, concepts, designs and ideas are the property of James Corner Field Operations. They may not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they were prepared, in whole or in part, without the prior written authorization of James Corner Field Operations.

W 01 W 02

W 04

9 Elevation

W 01

W 02

10'

DESCRIP

DRAWING

W 04

W 01

W 03

DRAWING

1 Elevation

Scale 3/8" = 1'-0"

10'

DATE

Fence surround Refer to landscape architect drawings

8 Elevation

Scale 3/8" = 1'-0"

W 03

Wood bench Refer to landscape architects drawings

W 04

Bubbling geyser

10'

DRAWN

Water fall

WATER_FEATURE FINISH_PLAN

PAT

Scale 3/8" = 1'-0"

90% CONSTRUCTION DOCUMENTS

DESCRIPTION

DRAWING TITLE

Scale 1/4" = 1'-0"

SFP, PHASE 1 PATRIOT LAKE EXPANSION

DATE

1 Finish Plan North

PROJECT NAME

DRAWN

CLIENT :

1'-0" 1'-0" 1'-0"

Limestone

Specifications

08 12

1'-0" 1'-0" 1'-0"

WS-01

Image

06 11

1'-0" 1'-0" 1'-0"

Location

05 10

1'-0" 1'-0" 1'-0"

Description

1'-6"

5 WELLSPRING

Frothy Bubbling Geyser From Core Cut Through Stone

WF Reference #

10'

5'-6"

09 14

3'-2"

Cobblestone Paving

2 .0 WF3

6 RIVER BED

Stone Set Flush

FINISHES SCHEDULE

Stainless Steel Fence and Gate

5 WELLSPRING

7 CONE NOZZLES

Water Tank Access Hatch, To Match Concrete Finish

Stones Set Near Flush

1'-0" 1'-0" 1'-0"

LEGEND :

Scale 3/8" = 1'-0"

Shelby Farms Park Conservancy

500 North Pine Lake Drive, Memphis, TN 38134

Limestone Boulder, Typical

3 Elevation

11 Elevation

CLIENT :

Finish Floor EL.: +266.50

1'-0" 1'-0" 1'-0"

Mist Nozzle, Set Flush In Stone

3 WF3.0

475 Ten

F 07

% 4.9

Stone Set Flush

4 MIST ROCKS

Jam

CONSULT

X 18 Stone Set Near Flush

LANDSCA

Scale 3/8" = 1'-0"

475 Tenth Ave, 9th Floor New York, NY 10018

Wood Bench

6 RIVER BED

STAMP :

REVISION

Working Hand Pump Supplies Water Channel, Mounted To Boulder

Water Channel Recessed 1 2" Into Concrete

Slight angle toward river bed, Custom modified to break cone continuity

8 HAND PUMP

Scale 3/8" = 1'-0"

Frothy bubbling geyser Aerated column 12'' diameter 12'' height Supplied from bored holes in boulders

7 CONE NOZZLES 6 1

T 07

T 06

STAMP :

3 JET FIELD

1 3.1

5 WELL SPRING

FOR REVIEW & FILING NOT FOR CONSTRUCTION

Mist jets Sequential operation NFC-100 Crystal Fountains

T 05

T 04

T 03

T 02 X 01

1'-0" 1'-0" 1'-0"

Frothy Bubbling Geyser, From Core Through Stone

Finish Floor EL.: +263.50

Stainless Fence and Gate

QTY DESCRIPTION

1 WATER TUNNEL 10

1'-0" 1'-0" 1'-0"

4 .0 F3 W

2 WATER FALL GROTTO

Scale 3/8" = 1'-0"

10'

2 Elevation

10'

All Rights These dra Operations connection in whole o Operations

Scale 3/8" = 1'-0"

10'

STAMP :

REVISION : NO.

DATE

DESCRIPTION

LANDSCAP

Jame

475 Tenth

CONSULTA

LEGEND :

CLIENT :

Shelby

500 North

Water arches Water fall

5'-6"

Wood bench Refer to landscape architects drawings

PROJECT N

PAT

Fence surround Refer to landscape architect drawings

1'-6"

Bubbling geyser

DESCRIPTI

3'-2"

DRAWN DATE

2 Elevation

Scale 3/8" = 1'-0"

10'

FOR REVIEW & FILING NOT FOR CONSTRUCTION STAMP :

DRAWING

1 Elevation

Scale 3/8" = 1'-0"

10'

DRAWING

All Rights R These drawi Operations. connection w in whole or i Operations.

REVISION :

Boulder Schedule

150

26250 Triangular

20 50 72 72

3 13 30 30

550 2190 5250 5250

M M

6300

T 02

X 01

Y03

Y04

T 03

3150

48 36 30 36

72 48 22 72

25 12 3 18

4340 2100 600 3150

G12

3150

G13 G14

60 36

18 40

6 4

4 2

660 300

Riverbed Nozzle Boulders R01 48 36 15 R02 60 42 10 R03 40 36 12 R04 46 34 10 R05 48 48 12 R06 48 36 10

8 15 10 9 16 10

1360 2550 1750 1580 2800 1750

Tunnel Boulders T01 T02 66 48

T03

T04

T05 T06

36 72

30 40

28 34

9 57

T07

T08

T09

T10

T11

NOT USED 4970 Oval Flat bottom, core through at 60 degree angle for water effect 5650 Rectangular Flat bottom, core through at 60 degree angle for water effect 7020 Rectangular Flat bottom, core through at 60 degree angle for water effect 1530 Triangular Flat bottom 9920 Rectangular Flat bottom, core through at 60 degree angle for water effect 5090 Rectangular Flat bottom, core through at 60 degree angle for water effect 5290 Rectangular Flat bottom, core through at 60 degree angle for water effect 2240 Oval Flat bottom, core through at 60 degree angle for water effect 6170 Rectangular Flat bottom, core through at 60 degree angle for water effect 7290 Rectangular Flat bottom, core through at 60 degree angle for water effect

Y07 Y08 Y09

T 05

Y10

T 06

T 08

ALL UNLABELED BOULDERS IN THIS ZONE ARE "Y"

T 09

P G 07

S M

T 10

G 05

G 13

T 11

S L

G 01 (above)

G 04

G 02

Z Z

W 03 W 01 S

W 04

X 05

Z M

Z Z

X 21

S L

F 04 L

R 02

M L

X 17

X 16 X 18

X 24 Number L(in)

X 23

L M P S Y

M L

R 06

Oval Triangular Triangular Oval Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Rectangular Triangular Triangular Rectangular Rectangular Pentagonal Pentagonal Oval Pentagonal Oval Rectangular Pentagonal

Extra large boulder Extra large boulder NOT USED Extra large boulder Adjacent to stair, Flat bottom, fit to stair Adjacent to stair, Flat bottom, fit to stair Adjacent to stair, Flat bottom, fit to stair Fit bottom to stone below Flat bottom Close fit to tread Close fit to tread Close fit to tread Close fit to tread Close fit to tread Close fit to tread Close fit to tread Close fit to tread Close fit to tread Close fit to tread Flat bottom Flat bottom Flat bottom Flat bottom Flat bottom

Approx. Approx. V(cf) W(lbs)

W(in)

H(in)

30 to 60

24 to 48

18 to 36

8 to 72

1310 to 10500

18 to 30

16 to 24

12 to 22

2 to 9

350 to 1600

30 to 72

24 to 40

6 to 15

3 to 25

QTY

61 53 33 38 50

8 to 16

8 to 18

0.3 to 3

50 to 470

6 to 18

6 to 15

3 to 4

0.1 to 1

10 to 110

26 to 57

19 to 45

15 to 18

8.9 to 13

1560 to 2250

Varies

440 to 4380

Wellspring geyser

Cleft rock over drainage trough

North

475 Tenth

CONSULTA

6.2

500 North Pine Lake Drive, Memphis, TN 38134

NO.

Note

LEGEND :

Shelby

500 North

Finish Floor (Varies) El: +266.50

5.2

LEGEND :

PROJECT

PAT

DESCRIPT

Limestone boulders

CHECKED

SCALE

AS_SHOWN

Wellspring geyser Flows onto riverbed

03.03.2014

DRAWN

Wellspring geyser Flows onto riverbed

WATER_FEATURE BOULDER_LAYOUT_PLAN

North

WF-1.3

DATE

3'' Grading Plan

DRAWING

Scale 1/4" = 1'-0"

10'

DRAWING

REVISION : NO.

DATE

DESCRIPTION

All Rights R These draw Operations. connection in whole or Operations.

FOR REVIEW & FILING FOR REVIEW & FILING Start FOR CONSTRUCTION NOT FOR CONSTRUCTION 2 Section at River BedNOT Scale 3/4" = 1'-0"

2 Section at River Bed Start

DESCRIPTION

Scale 3/4" = 1'-0"

DATE

265.

DD,WL

DRAWING NO.

4 Section at Wellspring

CLIENT :

90% CONSTRUCTION DOCUMENTS

DESCRIPTION

Drain to tank

Scale 3/4" = 1'-0"

NO.BY

DESCRIPTION

SFP, PHASE 1 PATRIOT LAKE EXPANSION

6'-7''

DATE

0 66.5

REVISION :

PROJECT NAME

Flexible hose connection from discharge to boulder stub

.00

266

DRAWING TITLE

4 Section at Wellspring

6.5

5.5

264.75

Shelby Farms Park Conservancy

5.0

Scale 1/4" = 1'-0"

Concrete pedestal supports

.50

CLIENT :

DATE

Drain to tank Concrete pedestal supports

264.5

Boulder Layout Plan

6'-7''

Jam

Limestone boulders

10'

LANDSCAP

6.0

264.2

Large general boulder size range, match to plan Medium general boulder size range, match to plan Large low profile boulder size range, match to plan Small general boulder size range, match to plan Small, thin for removable stone above equipment troughs 21 Retaining Boulders, maintain proper H to W ratio

Flexible hose connection from discharge to boulder stub

264.0

CONSULTANT TEAM :

Wellspring geyser

475 Tenth Ave, 9th Floor New York, NY 10018

DRAWN

6.0

Finish Floor (Varies) El: +266.00 2%

LANDSCAPE ARCHITECT :

James Corner Field Operations

Cleft rock over drainage trough

P L

Finish Floor (Varies) El: +264.00

263.7

Limestone boulders

N STAMP :

265.75

Primary Plan Shape

Varies Varies Varies Varies Varies

Limestone boulders

S L

8290 3020 7660 2650 4290 2190 320 580 700 840 880 390 530 260 530 700 480 480 270 300 250 330 210

265.50

Finish Floor (Varies) El: +263.50

263.5

47 17 44 15 25 13 2 3 4 5 5 2 3 2 3 4 3 3 2 2 1 2 1

CL (True vertical)

Flat bottom, core through for water effect Flat bottom Flat bottom Flat bottom, notch to fit W01 NOT USED Flat bottom, core through for water effect Flat bottom, core through for water effect

CL (True vertical)

M M

Oval Triangular Triangular Pentagonal Rectangular Rectangular

265.25

STAMP :

REVISION :

X 22

X 15

W 07

R 03

1'-6"

F 06

X 19

P M

Z M

3130 1750 1420 4610 2040 2800

FOR REVIEW & FILING NOT FOR CONSTRUCTION

01 W 06

1'-3''

M L M

L M

F 02

R 05

R 04

P P

1'-6"

X 14

F 03

X 12

F 01

F 05

X 13

X 10

M S

R 01 L

X 11 Z

X 20

P S

5.0

18 10 8 26 12 16

1'-3''

S F 07

X 04

S M L

S L

M M

X 07

X 06

Wellspring Boulders W01 48 48 26 W02 60 32 18 W03 40 39 18 W04 56 38 31 W05 W06 40 36 14 W07 48 36 16 General Unique Boulders X01 88 60 30 X02 72 36 23 X03 X04 90 60 28 X05 48 24 44 X06 42 24 42 X07 36 20 30 X08 24 12 11 X09 24 24 10 X10 48 24 6 X11 60 23 6 X12 60 24 6 X13 36 18 6 X14 72 24 6 X15 36 24 6 X16 48 18 6 X17 48 24 6 X18 48 24 6 X19 48 24 6 X20 48 36 3 X21 60 24 3 X22 54 30 3 X23 36 30 3 X24 36 28 3

Core to allow cone nozzle Core to allow cone nozzle Core to allow cone nozzle Core to allow cone nozzle Core to allow cone nozzle Core to allow cone nozzle

Oval Rectangular Rectangular Rectangular Rectangular Rectangular

6.5

M S

G 14 (above)

G 03 W 02

T 07

G 08 G 09

G 10

G 06

ALL UNLABELED BOULDERS IN THIS ZONE ARE "Y"

24 24 18 12

Y06

Y05

T 04

S M

G08 G09 G10 G11

6.2

G06 G07

M L

S S

LEGEND :

S L

LEGEND :

3.5

X 02

Large Cantilevered stone, anchor to concrete base, cored for water supply, approximate 6 to 8-foot cantilever of narrow side of boulder Side boulder Side boulder Side boulder, conceals column behind Side boulder, conceals column, inside cut to fit, bearing on foundation, clipped at top of column Rectangular Side boulder, conceals column, inside cut to fit, bearing on foundation, clipped at top of column Triangular Side boulder, conceals column, inside cut to fit, bearing on foundation, clipped at top of column Oval Side boulder, conceals column behind Triangular Side Boulder Triangular Side boulder Rectangular Cladding on column, inside cut to fit, bearing on foundation, clipped at top of column Rectangular Cladding on column, inside cut to fit, bearing on foundation, clipped at top of column Rectangular Thin base stone in grotto area Oval Sits ontop of large boulder, bore through center, conceals anchor of large boulder Triangular Triangular Triangular Rectangular

30 36 40 30

18 24 36 24

.75 263

265.50

Grotto Boulders G01 144 120 G02 G03 G04 G05

4.7

5780 Rectangular 2800 Rectangular 1580 Rectangular

33 16 9

264. 50

18 16 12

26 4.5 0 26 5.0 0 5.5 0 6.0 0

48 36 36

264.25

66 48 36

264.00

F05 F06 F07

1510 Oval 3620 Pentagonal

263.7

3160 Rectangular

9 21

263. 50

20 20 24

NO.

30 30 36

DESCRIPTION

266.

52 48 60

REVISION

DATE

Core through to allow mist assembly, fit bottom to grade change Core through to allow mist assembly, fit bottom to grade change Core through to allow mist assembly Core through to allow mist assembly, fit bottom to grade change Core through to allow mist assembly Core through to allow mist assembly Core through and mounting holes for hand pump, notch bottom to fit basin

265.75

F02 F03 F04

NO.

Note

3790 Rectangular

.00

264

L L

Approx. Approx. Primary Plan V(cf) W(lbs) Shape

H(in)

3.7

W(in)

Mist Boulders F01 52 36

Number L(in)

STAMP :

REVISION :

STAMP :

NO.

REVISION : NO.

Limestone opening centered over discharge pipe

DATE

DESCRIPTION

REVISION :

DATE

NO. BY

DESCRIPTION

Stone anchor 4 places minimum as required by structureal engineer

LEGEND :

CL (True vertical) Link seal

Wellspring geyser

Water discharge LANDSCAPE ARCHITECT :

LANDSCAPE ARCHITECT :

475 Tenth Ave, 9th Floor New York, NY 10018

CONSULTANT TEAM :

Limestone boulders James Corner Field Operations James Corner Field Operations Cleft rock over drainage trough

7" 10'-316

1'-4"

14 Concrete pedestal supports 10"

Drain to tank

Rendered concrete

DESCRIPTION

Rendered concrete

DRAWN

Stone anchor 4 places minimum as required by structureal engineer

Feature stone support structure and footing as required by structural engineer

3 Section at River Bed End

Scale 3/4" = 1'-0" 1'

1 Section at River Bed Midpoint

Scale 3/4" = 1'-0"

DATE

03.03.2014

CHECKED

SCALE

DATE AS_SHOWN

WATER_FEATURE SECTIONS

1 Section at River Bed Midpoint DRAWING NO.

Scale 3/4" = 1'-0"

05 10

06 11

08 12

Limestone boulder (beyond)

Limestone set into concrete near flush

Scale 3/4" = 1'-0"

REVISION : NO. All RightsDATE Reserved

WF-3.0 5'

DRAWN

DD,WL 03.03.2014

DRAWING TITLE

DRAWING NO.

CHECKED

6" 6" 6"

STAMP :

SCALE

AS_SHOWN

2 Section

FOR REVIEW & FILING NOT FOR CONSTRUCTION

WATER_FEATURE SECTIONS

FOR REVIEW & FILING NOT FOR CONSTRUCTION N

2 Section

Scale 3/4" = 1'-0"

STAMP :

WF-3.0

LANDSCAPE ARCHITECT :

James Corner Field Operations

AllBY Rights Reserved These drawing, concepts, designs and ideas are the property of James Corner These Field drawing, concepts, designs and ideas are the property of James Corner Field Operations. They may not be copied, reproduced, disclosed to others or used Operations. in They may not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they were connection prepared, with any work other than the specified project for which they were prepared, in whole or in part, without the prior written authorization of James Cornerin Field whole or in part, without the prior written authorization of James Corner Field Operations. Operations. DESCRIPTION

475 Tenth Ave, 9th Floor New York, NY 10018

2 Section

LEGEND :

FOR REVIEW & FILING NOT FOR CONSTRUCTION

2 Section at River Bed Start

PROJECT NAME

DRAWING TITLE

3 Section at River Bed End

DESCRIPTION 90% CONSTRUCTION DOCUMENTS 90% CONSTRUCTION DOCUMENTS

DD,WL

Link seal Water discharge

PROJECT NAME

REVISION : DESCRIPTION

500 North Pine Lake Drive, Memphis, TN 38134

6'-7''

16 17 18 at Wellspring 4 Section Scale 3/4" = 1'-0" SFP, PHASE 1 SFP, PHASE 1 O 1' PATRIOT LAKE EXPANSION PATRIOT LAKE EXPANSION

10" 10"

Shelby Farms Park Conservancy

2'-9"

1'-6"

Limestone boulder

10"

60°

500 North Pine Lake Drive, Memphis, TN 38134

Cone nozzle, recessed flush

Rendered concrete

Flexible hose connection from discharge to boulder stub

CLIENT :

1'-6" 1" 2'-716

1'-10''

Shelby Farms Park Conservancy

Limestone boulder

DATE

Limestone boulder (beyond)

Limestone boulder Notched to fit

Rendered concrete

NO.

Mist plume (beyond)

Removable stone CLIENT :

Limestone opening centered over discharge pipe

LEGEND :

Mist plume (beyond)

Limestone boulder

Rendered concrete

Perimeter fence

Perimeter fence Limestone boulders

Limestone set into concrete Limestone boulders Near flush

60°

Limestone set into concrete Near flush

Wood bench

1'-3''

9" 8'-916

Wood bench

Cone nozzle Recessed flush

Wellspring geyser Flows onto riverbed

Limestone "boulder" cladding

Perimeter fence Cone nozzle Recessed flush

7'-981"

Perimeter fence

LEGEND :

Limestone boulders LEGEND :

Perimeter fence

CONSULTANT TEAM :

Scale 3/4" = 1'-0"

7" 10'-316

Perimeter fence

Limestone boulder

Cone nozzle Recessed flush

Removable stone

475 Tenth Ave, 9th Floor New York, NY 10018

Perimeter fence

CONSULTANT TEAM :

Limestone boulders

Cone nozzle, recessed flush

Mist plume

Limestone boulder

CLIENT :

10" 10"

Shelby Farms Park Conservancy 01

CLIENT :

60°

1" 2'-716

60°

Rendered concrete

Removable stone

03 09

2'-0"

Flexible hose connection from discharge to boulder stub

1'-3''

1'-6"

FOR REVIEW & FILING NOT FOR CONSTRUCTION

DESCRIPTION DRAWN

Drain to tank

Scale 3/4" = 1'-0" 1'

Concrete pedestal supports 5'

Scale 3/4" = 1'-0"

LANDSCAPE ARCHITECT :

James Corner Field Operations 475 Tenth Ave, 9th Floor New York, NY 10018 CONSULTANT TEAM :

FOR REVIEW & FILING NOT FOR CONSTRUCTION

2 Section at River Bed Start Scale 3/4" = 1'-0"

STAMP :

DRAWING TITLE

DRAWN

Bench

1 Section

DRAWING NO.

Scale 3/4" = 1'-0"

Hand pump

DRAWING TITLE

Rendered concrete

1/2'' Recessed

1 Section at River Bed Midpoint

CHECKED

SCALE

AS_SHOWN

WATER_FEATURE SECTIONS

WF-3.2

DRAWING NO.

Scale 3/4" = 1'-0"

03.03.2014

CHECKED

SCALE

AS_SHOWN

WATER_FEATURE SECTIONS

3 Section

Scale 3/4" = 1'-0"

Rendered concrete

04 Rendered concrete

SFP, PHASE 1 PATRIOT LAKE EXPANSION PAT

DESCRIPTION DRAWN

Rendered concrete

DRAWING TITLE

03.03.2014

CHECKED

SCALE

DATE AS_SHOWN

WATER_FEATURE SECTIONS

DRAWN

DRAWING T

1 Section

DRAWING NO.

All Rights Reserved All Rights Re 5' These drawing, concepts, designs and ideas are the property of James CornerThese Field drawin Operations. They may not be copied, reproduced, disclosed to others or usedOperations. in T connection with any work other than the specified project for which they wereconnection prepared, w in whole or in part, without the prior written authorization of James Corner Field in whole or in Operations. Operations.

Scale 3/4" = 1'-0"

PROJECT N

DESCRIPTI 90% CONSTRUCTION DOCUMENTS

DD,WL

DATE

1/2'' Recessed channel in rendered concrete

Scale 3/4" = 1'-0"

PROJECT NAME

1 Section

Scale 3/4" = 1'-0"

02 notched to fit 07 Limestone boulder

Rendered concrete

1/2'' Recessed channel in rendered concrete

Shelby

500 North

Limestone boulder notched to fit

WF-3.0

All Rights Reserved These drawing, concepts, designs and ideas are the property of James Corner Field Rendered concrete Operations. They may not be copied, reproduced, disclosed to others or used in connection with any work other than the specified project for which they were prepared, in whole or in part, without the prior written authorization of James Corner Field Operations.

Hand pump

Shelby Farms Park Conservancy

500 North Pine Lake Drive, Memphis, TN 38134

90% CONSTRUCTION DOCUMENTS Limestone boulder

DD,WL

DATE

90% CONSTRUCTION DOCUMENTS

03.03.2014

DESCRIPTION

08 12

DD,WL

DATE

4 Section at Wellspring O

06 11

SFP, PHASE 1/2'' Recessed 1 PATRIOT LAKE EXPANSION

Scale 3/4" = 1'-0"

6'-7''

05 10

SFP, PHASE 1 PATRIOT LAKE EXPANSION

Limestone boulder

PROJECT NAME

3 Section at River Bed End

STAMP :

2 Section

08 12

PROJECT NAME

500 North Pine Lake Drive, Memphis, TN 38134

Rendered concrete

06 11

1141"

Wellspring geyser Flows onto riverbed

07 05

921"

Cleft rock over drainage trough

Feature stone support structure and footing as required by structural engineer

15 recessed 16 Mist nozzle, Flush

Mist nozzle, recessed Flush

1141"

2'-9"

Limestone boulders 6"

02plume Mist 09 14

Limestone boulders

921"

1'-4"

CLIENT :

500 North Pine Lake Drive, Memphis, TN 38134

CL (True vertical) Rendered concrete

CONSULTA

Shelby Farms Park Conservancy

Perimeter fence 1'-6"

LANDSCAP

475 Tenth

CONSULTANT TEAM : CLIENT :

Wellspring geyser 2%

LANDSCAPE ARCHITECT :

475 Tenth Ave, 9th Floor New York, NY 10018

James Corner Field Operations Jame

James Corner Field Operations

Wood bench Limestone set into concrete Near flush

LEGEND :

60°

1" 2'-716

60°

1'-10''

Rendered concrete

LANDSCAPE ARCHITECT :

Perimeter fence

7'-981"

9" 8'-916

Limestone "boulder" cladding

WF-3.1

DRAWING N

5 AT SEA

Rongxin Qinglong ARC Mansion - Exhibition Area, Hangzhou, China Type International I Landscape I Residential Phases Involved Concept, SD. Current Status Partially built, mostly under Construction Team Ning Deng, Wen Li, Jing Zhang, David Christensen. Individual Contribution Team captain, Lead designer, client communications, project coordinations. Media CAD, Rhino, Lumion, Photoshop Time 2016-2017 Life with super yachts is as amazing as everyday is a holiday at sea. The Qinglong high end residential provides users unique residential landscape experience by design with the inspirations from “ocean“ and “super yachts“ and organizing the space in carefully considered hierarchy. Node spaces are themed with “sailing“, “outdoor living room“, “sports at ‘sea’“, “family time plaza“ and “the private harbors“, expressing a high end, modern and delicate living style. The vision of the landscape design is to provide the residents a luxury living experience everyday as if they own the most fancy super yachts.

Exhibition Area 隐秀路

3# 2#

河余

路

杭

院

塘

学

Exhibition Area: Sailing

10 18 14 16 7

21 14 12

11 13

分区标注 10 19

1. 展示区入口拱门 2. 入口广场 3. VIP停车位 4. 竹林 5. “海浪”种植 6. 地形种植 7. 步道 8. 种植 9. 镂空“帆” 10. 种植池 11. 灌木缓冲带 12. 镜面/脉冲波浪水池 13. 雕塑叠水 14. 造浪室 15. 下沉休息平台 16. 圆形种植与景观石 17. 竹 18. 图案铺装 19. 种植 20. 通道 21. 安全护栏

2 7 1

8 5

3 6 4

Exhibition Area: Children’s Sea

1 10

2 3

WATER PLAY

戏水

“LAWN“ PLAY 游戏草地

4 6

“SAND” PLAY 玩“沙”

2 12

分区标注

13 8

1. 人居馆出入口 2. 步道 3. “海浪”坐墙 4. “海星”喷泉 5. “海螺”爬构 6. 活动草坪 7. 休闲吧台 8. 入户平台 9. 后场至样板房通道 10. 参观结束返回通道 11. 种植 12. 地形种植 13. 灌木种植

BUILT PHOTO

CONCENTRATED INFINITY

The Mall at Miami WorldCenter, Miami, FL

64'-4"

26'-4''

11'-8''

26'-4''

1 W-120

Removable panel over discharge trough

1'-6" 221"

Stone bench Marble finish (See Architect's specifications)

1" Operating water depth

20'-1''

Weir stone

8" 1 2"

421"

1'-6

Fixed stone paver

1'-6"

Weir

WL 13.75'

15 " 6 1'-8 1

10" 3"

Fixed stone paver WL 13.50'

1" 4 2'- 2

Atrium paving Not in Fluidity's scape See Architect's drawings

WL 13.25'

1" 2 2'- 2 5'-421"

4'-1141"

3" 5'-04

HP of Plaza EL.: +13.33'

2 Transverse Section

30'-4"

WL 13.38'

WL 13.13'

WL 12.75'

2 W-120

Scale 1" = 1'-0"

FFE 12.50'

1'-4"

6" 1 W-130

Discharge trough

Incidental water collection trough Drawn by Civil Engineer

LED light fixture (Typ. 11 per side)

WL 15.58' WL 11.71'

3 W-120

Waterproofing membrane Mortar

Double weir

WL 13.00'

Fixed stone paver

1 W-151

Fixed stone panel

4" Operating water depth

1'-6

Fixed vertical stone panel

741" Operating water depth

Removable stone over supply trough

Stone wall Marble finish (See Architect's specifications) Stainless steel support Stainless steel supply trough Waterproofing membrane

Atrium paving Not in Fluidity's scope See Architect's drawings

4 W-150

1 W-150

Concrete 1 2"

Fixed stone paver

100 GALLERIA OFFIC

2 W-130

Removable stone paver

Removable pavers under bench

200 East Long L Suite 300 Bloomfield Hills,

Bench

Custom-profile stone Waterproofing membrane

Mortar

LED light fixture

Bridge paving Not in Fluidity's scope See Architects drawings

Waterproofing membrane Junction box

Anti-vortex cover plate over 8'' drain

| 248.827.4600

200 East Long Lake Rd. Suite 300 Bloomfield Hills, MI 48304

ELKUS

Incidental water collection trough (See Civil Engineer's drawings)

To tank 100 GALLERIA OFFICENTRE | SUITE 427 | SOUTHFIELD, MI 48034

[address

BOSTON

Water collection trough

1'-541"

ELKUS | MANFREDI ARCHITECTS [address] 25 DRYDOCK AVENUE

1 Longitudinal Section Scale 1" = 1'-0"

BOSTON MASSACHUSETTS 02210

wenli

[tel] 617-426-1300

1 Atrium Fountain Finishes Plan Scale 1/2" = 1'-0"

10'

wenli

North

Midnight Grey Flamed finish Granite of America

Mesabi Black Thermal finish ColdSpring Granite White Marble Architects Specification Nero Absolute Flamed finish ColdSpring Granite

Charcoal Black Diamond 200 finish ColdSpring Granite Charcoal Black Thermal finish ColdSpring Granite Mesabi Black Diamond 10 finish ColdSpring Granite

Lake Superior Green Polished finish ColdSpring Granite

Double weir

Stone bench Marble finish (See Architect's specifications)

WL 13.38'

1'-6"

N.E. 1ST AVENUE

1" Operating water depth

1 --

Removable panel over discharge trough

Fixed vertical weir stone 1 4"

Stone floor

221"

WL 15.58'

1 2"

1'-6"

Bridge railing wall Marble finish

WL 13.50'

Stone over supply trough

Atrium Fountain Tank

421"

Weir stone Atrium paving Not in Fluidity's scope See Architect's drawings

Fixed stone paver

10"

Fixed stone panel

Mortar WL 13.75' 1 2"

Removable panel over discharge trough 3"

Waterproofing membrane

Discharge trough

Weir

3 --

2: Linear Fountains

Incidental water collection trough (See Civil Engineer's drawings)

1: Atrium Fountains

Stone bench Marble finish 1"

2 Detail at Discharge Trough

R3"

23 4"

Scale 3" = 1'-0"

R3 1" 4

3: Boat Fountain

2 --

221" Operating water depth

Double weir

4 Enlarged Plan at Corner Scale 3" = 1'-0"

1 2" Operating water depth

Removable stone panel over water collection trough

Fixed stone Marble finish (See Architect's specifications)

Stone wall Marble finish (See Architect's specifications) Fixed stone panel

R2"

Stainless steel support

Fixed stone panel Fixed stone panel

Stainless steel discharge box

Mortar

Concrete

Waterproofing membrane

Waterproofing membrane Incidental water collection trough Drawn by Civil Engineer

2" Mortar 2"

121"

Fixed stone paver 2"

Fixed vertical stone panel

121"

Smooth water flow over stone panel

Bridge paving Not in Fluidity's scope (See Architect's drawings)

1 2"

100 GALLERIA OFFICENTRE | SUITE 427 | SOUTHFIELD, MI 48034 | 248.827.4600

Fixed stone panel 200 East Long Lake Rd. Suite 300 Bloomfield Hills, MI 48304

ELKUS | MANFREDI ARCHITECTS [address] 25 DRYDOCK AVENUE BOSTON MASSACHUSETTS 02210

Stainless steel support

3 Detail at Smooth Flow

[tel] 617-426-1300

Waterproofing membrane

Scale 3" = 1'-0"

1 Site Plan

Scale 1/16" = 1'-0"

LED light fixture

1 Detail at Waterfall wenli

Scale 3" = 1'-0"

5' 10'

andrew boquiren

North

Incidental water collection trough (See Civil Engineer's drawings) Waterfall beyond Top of Bench EL.: +14.00'

Top of Curb EL.: +13.00'

East Endpoint Fountain Polished Green Granite Free Waterfall

Stone bench Marble finish (See Architect's specifications)

Stone bench end piece Marble finish (See Architect's specifications)

Central Linear Fountain Polished Black Granite Smooth, Quick Overflows

West Endpoint Fountain Polished Bronze Granite Grooved, Slow Overflow

Side-wall LED light fixture

Anti-vortex cover plate Top of Plaza EL.: +12.50' 2-port junction box

4 Front Elevation at Opening

Scale 3" = 1'-0"

1' Custom-profile stone

Top of Bench EL.: +14.00' Stone bench Marble finish (See Architect's specifications)

Side-wall LED light fixture Fixed vertical stone panel Mortar Waterproofing membrane

Water stairs

Top of Curb EL.: +13.00'

2 Horizontal Section at Trough

Bottom of Curb EL.: +12.00'

Scale 3" = 1'-0"

Top of Stone EL.: +11.75' Custom-profile stone Top of Water Stair EL.: +11.71'

3 Interior Elevation at Opening Scale 3" = 1'-0"

1' Removable stone paver overwater collection trough Atrium paving Not in Fluidity's scope See Architect's drawings

1 4"

R2" 9" 1'-716

3" 34

1'-0"

121"

Custom-profile stone

100 GALLERIA OFFICENTRE | SUITE 427 | SOUTHFIELD, MI 48034 | 248.827.4600

Fixed stone panel

Stone Bench End Piece

1" 200 East Long Lake Rd. Suite 300 Bloomfield Hills, MI 48304

Mortar

Waterproofing membrane

ELKUS | MANFREDI ARCHITECTS [address] 25 DRYDOCK AVENUE BOSTON MASSACHUSETTS 02210

wenli

To tank

Interior View Stone Bench End Piece

1'-581"

[tel] 617-426-1300

1 Detail - Water Collection Trough Scale 3" = 1'-0"

A VERDANT OASIS

Bunker Hill Steps Renovation, Los Angeles, California

Type Domestic I Landscape I Privately Owned Public Space I Renovation Phases Involved Concept, SD, DD. Current Status Under Construction Team Ying-yu Hung, Gerdo Aquino, Wen Li, Jeremy Klemic, George Kutnar, Muara Cavanaugh. Individual Contribution Lead designer in Concept and SD Phases, Concept brainstorm, 3D modeling, renderings, client communications, project coordinations. Media CAD, Rhino, Lumion, Photoshop Time 2016-2018 The Bunker Hill Steps, were originally designed by landscape architect Lawrence Halprin and completed in 1990. Under new ownership, SWA is updating the planting palette and adding customized planter pots to breathe in a new life to this iconic stairway. The stairway is punctuated by a series of terraces and landings containing small cafes, shops, and dining areas, to emulate streetlife stacked vertically. An escalator on the west side ensures the pedestrian route is accessible to all. The massive concrete staircase provides a pedestrian route from Bunker Hill to the Los Angeles Central Library. During the weekdays the staircase is a valuable passageway for office workers in Downtown Los Angeles. 26

Existing Conditions

Proposed Landscape

Planter Pot Layout Plan

3D Print Pots

Pot Module Studies ’’

8’-8’’

8’-7

’’

5’-0

’’

5’-5

10’-5’’

8’-0’’

’’

6’-8

’’

6’-8 ’’

7’-2

30’’

’’

7’-2

40’’

50’’

#5 60’’

Pot Cluster Studies

Mock Up / Construction Status

1000 WATERFALLS 千瀑玉琮

Qingpu Xujing Conventer Center, Shanghai, China Type International I Water Feature I Corporate Phase Concept Design, Schematic Design Current Status Under Construction Landscape Architect SWA Group-LA Team James Garland, Wen Li, Shannon Hoff, Margerie Bonnet. Individual Contribution Main designer in SD Phase, Concept brainstorm, 3D modeling, renderings, client communications, project coordinations. Media CAD, Illustrator, Rhino, Maxwell, Photoshop

Inspirational Image

Site Photo (Under Construction)

The monumental, centrally positioned fountain takes the form of a 琮, channeling water energy and symbolically distributing it out to the entire site. The ancient form of the 琮 signifies the Earth and the 8 elements, most importantly, water.

The foutain flows are ever in motion, like the currents of the Huangpu River, the tides of the Ocean, which infuse the City of Shanghai with grace and energy.

Site Photo (Under Construction)

Rendering

3D Vignette The The The The

fountain creates a unique sculpture. sculptural form references natural waterfalls inventively and delightfully. tiny internal waterfalls are illuminated from within, to create a beautiful glowing figure. sculptural form is made from sleek stainless steel, coated in white, embodying the spirit of advancement.

Illustrative Plan 8

CHICAGO NAVY PIER Chicago, IL

Type Domestic I Landscape I Public Realm Phase Construction Administration Assignment Use Rhino to build an accurate model for contractors. Time 2015