Qin fang portfolio 2018

Page 1

QIN FANG L A N D S C A P E

A R C H I T E C T U R E

P O R T F O L I O

Master of Landscape Architecture|University of Pennsylvania 2016-2018 Bachelor of Landscape Architecture|Pennsylvania State University 2011-2016

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C O N T E N T

Curriculum Vitae

Reactivating Slate Quarry

5

6-15

Interim Urbanism

16-25

Galapagos Islands El nino

26-33

Green Country Town Redux

34-41

Redefine the Edge

42-45

Other Works

46-51

Media Exploration

Construction Document

Design Competition

Internship Experience

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4


U NI V E R SIT Y OF PENNSYLVANIA Master of Landscape Architecture 05/2016 - 08/2018

PE NNS YLVANIA ST AT E UNIVERSIT Y Bachelor of Landscape Architecture 08/2011 - 05/2016

OLIN Landscape architecture intern 06/2015 - 08/2015 Red Hook Houses Basis of Design and Optional Masterplan Chantilly Wintergarden University of Washinton north campus housing Wanda Square in Chicago

COUNT S ST UDIO Landscape architecture intern 06/2014 - 07/2014 ExpoGeorgia MasterPlan Qianshan New Village Beijing International Garden Expo

AS LA P EN N SY LVANIA-DE LAWARE C HAPTE R

Student Honor Award 05/2016

U RBAN ARBORE TA: T RA NS FORMING GROU ND Winner 05/2016 Philadelphia, PA

SOCI A L REVOLU TION DE S IGN C OMPE TITION Final Shortlist 06/2015 Yaroslavl, Russia

REPRESENTING LANDSCAPES: DIGITAL (Nadia Amoroso) 2015 REPRESENTING LANDSCAPES: HYBRID (Nadia Amoroso) 2016

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01

Reactivating Slate Quarry New identity for the neglected treasure | LARP 601 | PennDesign

Project Type: Regional Research & Design Site Specific Design & Construction Document Individual Work Advisor: Mark Thomann Duration: 2016. 09-2016. 12 Site Location:

Pen Argyl, PA

manifesto

The slate quarry used to be a productive land when the slate industry is still operating. The quarry bring in economic development and population growth to Pen Argyl. After the industry fade away, the quarry site was abandoned. In order to embrace the existing condition, and reintroduce quarry sites to residents and visitors, a new productive approach, the vineyard, is applied in this area. The vineyard provides working and visiting opportunities for both visitors and local residents. The beauty of the vineyard would attract people come and appreciate the site while bring Pen Argyl economic growth and job opportunities. The hillside vineyard design makes use of existing topography change and show the slate pile in a unique way. Slate soil mix provide well-drained, warmth keeping growing material for grapes that produce wine. Quarry water is used for irrigation and treated wetland would clean up the water and recharge back to quarry. Combining the producing, economic, and visiting function of the Pen Argyl site, the design provides a new identity for Pen Argyl.

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appalachian mountains

Slate reuse for pavement Quarry

Vineyard

Waste Slate reuse for seating area

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REGIONAL ANALYSIS LEHIGH VALLEY WINE TRAIL

WINE REGION

WINE REGION

WINE REGION

WINE REGION

GRAPE GROWING CONDITION SLOPE

LABOR

EQUIPMENT

AIR & WATER DRAINAGE

EROSION

FROST

TERRACING RUN OFF CONTROL

0-5%

PORTLAND

ek Cre

Argyl

n PEN ARGYL

Pe

Big

5 to 15% 15 to 25%

BANGOR WINDGAP

25 to 35%

30

n. mi

klin Hil an

Fr

35%+

Am

ore

. mi n

S, SW, SE areas are prepered

in nta

M lue ou

18 min.

good aeration, loose texture, moderate fertility good internal and surface drainage adequate depth (30 to 40 inches) welldrained, sandy loam soil

EASTON

B

SOIL

25

ANNUL MAINTAINANCE $1,500-$2,000 / acre per year GROSS RETURNS $2,500 to $5,000 / acre per year

8

Ideal for seasonal and part-time labor (e.g. migrant workers, students, retirees, etc.).

nac Pin le

Tolino Vynec

LABOR REQUIREMENTS Full time labor: One person can handle most of the management for 3 to 5 acres. With help seasonally for pruning and harvest.

ll

ver Clo Hi

INITIAL INVESTMENT about $8,000 / acre in first 3 years

m

in.

Bethlehem Allentown

Ridge

INVESTMENT AND PROFIT

. min

25

ASPECT

Galen

Need running water to avoid frost problem provide irrigation water source

30

n Gle

l

WATER

t res

MARTINS CREEK


REGINAL ANALYSIS Rich in limestone and slate, Lehigh Valley, especially slate belt area, used to be an industrial valley where has lots of cement, slate, steel, zinc, coal industries. With the development of slate industry, towns like bangor, pen argyl become flourishing. However, declined slate industries left lots of abondoned quarries sites in Lehigh area with highly disturbed ground. The extreme topography change and barren ground makes the site difficult for reuse. Those quarry sites are extemely meaningful for local people since the older generation spend their whole life working in those quarry sites. However, the abondoned quarry site means little to younger generation, even if the sites are located right next to people's backyard. The negative aspects in Slate Belt, especially in Pen Argyl, are also potentials for developments. It is worthwhile to remind people about the flourish history in Pen argyl, reintroduce the identity of Pen Argyl to new residents, and bring back economic value of those abondoned sites.

Environmental Protection Agriculture Urban Suburban Industrail

Rural Inactive Railroad Active Railroad

PEN ARGYL SITE ANALYSIS

SITE SELECTION CRITERIA Topo & View Topo change create hillshade growing condition for viticulture Topo change provide view for visitors

FRANKLIN HILL WINERY

Accessibility Accessible quarry site though trails, roads. Have the design potential to create pathway into the quarry

7.9 acres

Quarry Industrail herritage Quarry water is the water resource for irrigation Quarry water could be used for fish production Quarry size variation creates more design opportunities for programs.

10.8 acres

Slate Pile Industrail herritage Slate could be used to create slate soil for viticulture development Slate piles facing SW, SE, S have more potential 11.6 acres SLATE PILE

QUARRY WATER

INDUSTRIAL HERITAGE

ACCESSIBILITY

12.81 acres

BANGOR EAST BANGOR PEN ARGYL WIND GAP PORTLAND

21.51 acres

MARTIN CREEK BEAR SWAMP

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ASPECT & SLOPE ANALYSIS

10 ace ace

minimum internvention was made for 5%-15% slope

Slope is changed into 20% even slope

Slope is changed into 15% even slope

tetrerrr

plapla nti nti ng ng

terrterr

plapla ntinti ngng

Irrigation

25%-35%

Pump up

15-25%

5-15%

Water pump up from quarry and stored in the water tank on top of the slate pile

Quarry water used for irrigation, moving water decrease frost problem for the vineyard

Clean up

Quarry Water Reuse

Terracing farming was applyed for slope larger than 35%. Walls are build at the bottom of each terrace section to control runoff. Water chanel is designed alone the path to collect irrigation water run off

35%+

Clean water is recharged back to quarry, prevent pollution problem to quarry water and ground water

Treated wetland was designed at the bottom of the slate pile. Irrigation water flows into wetland, basicaly following existing slope

Recharge

SITE ANALYSIS DESIGN STRATEGY

Slope Intervention

ade g ggrrade siitn s tng w eexi w xi follo follo

e grad sitng rade w exi g g follow exisitn follo

ea g ar area antin ting e pl e plan slop slop 15% 15% area ting ea e plan g ar slop plantin 15% slope 15%

ea g ar area lantin ting pee pplan slo slop 200% 2 % ea g ar ntin area e pla ting slop plan 20% slope 2 0%

ace ace

SE S SW


MASTERPLAN DESIGN CIRCULATION

Service road

VEGETATION

Path towards high point outlook

Path towards Quarry outlook/vineyard

Overlook

Path towards water interaction points

Vineyard

Vineyard on gentle slope

Biking

Quarry

Picnic Area

Birch

Hiking

Vineyard on steep slope

Willow oak

Kayaking

Honey locust

Sweet gum

MASTERPLAN

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LARGE SCALE SITE DESIGN

Broad

Ches tnut

St.

St.

Hend

ersho

S2

t’s All

ey

Main entrance

Quarry outlook

Quarry outlook Wine store Tasting room

Overlook

Gathering plaza

Tool shed / Service Building

Tree grove Center dining area

Arbor Ste

ph

en

Vineyard

Ja

ck

so

nR

P2

Outlook

oa

d

Tool shed/service building

S1 P1

Treated wetland Hillside vineyard Service road

0 25' 50' Scale: 1"=100'

12

100'


HILLSIDE VINEYARD

overlook path hillside vineyard

0 25' 50' Scale: 1"=200'

100'

0 25' 50' Scale: 1"=200'

100'

FLAT AREA VINEYARD

relic use vineyard

WINE TESTING CENTER

wine testing room

parking overlook

quarry

0 25' 50' Scale: 1"=200'

13

100'


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Pilot Plots—Interim Urbanisms New identity for the neglected treasure | LARP 602 | PennDesign

Project Type: Regional Research & Urban Design Site Design Group of 2 Advisor: Javier Arpa Duration: 2016. 09-2016. 12 Site Location:

The Port of LA, CA

manifesto

The main goal of the project is to stitch san Pedro community with its waterfront area. At west-east direction, 5 connectors extend the existing streets in san Pedro community towards waterfront area. Three scenarios are provided for the development in order to give various options for investors. 1. When Public investors got efficient financing to launch the development, the development would be started with public facilities such as library and community centers. 2. When public investors don’t have sufficient economic support, private sectors are introduced to make up the development cost. Policy such as FAR Bonus exchange for providing public infrastructures and public realms would be applied to private sectors. 3. Third scenario is private sector to launch the project by building the F1 Racing track to generate economic support for public infrastructure development in later years.

FINIANCING FRAMEWORK

PPP

PRIVATE INVESTORS

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PUBLIC INVESTORS


EDGES & CONNECTORS

Fanfare Fountain Cruise Terminal

Cru is Visit e Term o in Hote rs Cente al ls & r Com mer cials

Visitor Center

Office Corridor

Commercial Corridor

Battleship Museum

Office Complex Lunch Space Passive Recreation

Maritime Museum

Bridge Aquarium

e Spac Event Hall rt Conce se Parking u Multi-

Concert Hall

r Cente Auto e Track c F1-Ra op Sh Auto re 4S Sto er Hotel in Conta

F1 Racing Track

m

lion

illion $49

Out-of-State Visitors staying in Hotels Out-of State Visitors not Staying in Hotels Non-Local Texas Visitors Staying in Hotels Non-Local Texas Visitors Not Staying in Hotels F1 Competitors & Related

RACE TRACK SCALE COMPARISON

Texas

mi

Austin $731 million

n

Travel Expenditure:

84

1m 16

$897 million

Major Income Source: Travel Expenditure

$ i.

$

Accumulated Income: $2800 million (4 years)

m il

$423 millio

Constructure Expenditure: 450 million

6

$1

6

ECONOMIC STUDY (AUSTIN, TX, US) Cost & Profits

Water front

Mix-Use Complex Commercial Space Library Active Recreation Community Center

Waterfront Platform

Library

Inner city

: 5.55km/3.45miles

STARTS & ENDS

$731 mil lio n

ABU DHABI

ZONES

303

Economic Components

Economic Impact

Visitors Other Major Sporting Events Concerts and Events Others

all events attributed directly to COTA operations

205 million

Gain

5

3.92

1.9 days

Time Period

State Gain City Gain Tax Gain

F1 Racing Days Avg. Length of Hotels Stays (Out of State Visitors) Avg. Length of Hotels Stays (In State Visitors)

TRACK SCALE TRACK COMPARISON SCALE TRACKCOMPARISON SCALE COMPARISON

San Pedro Race Track, LA, US SAN PEDRO RACE TRACK

Monte Cario, Monaco MONTE CARIO, MONTE MONACO CARIO, MONTE MONACO CARIO, MONACO

Track Length: 3.54km/2.20miles Corners: 15Corners: 15 Lap: 60 Lap: 60

Track Length: Track 3.34km/2.07miles Length: Track 3.34km/2.07miles Length: 3.34km/2.07miles Track Length: Track 5.51km/3.42miles Length: Track 5.51km/3.42miles Length: 5.51km/3.42miles Track Length: Track 5.55km/3.45miles Length: Track 5.55km/3.45miles Length: 5.55km/3.45miles Track Length: Track 3.54km/2.20miles Length: Track 3.54km/2.20miles Length: 3.54km/2. Corners: 19 Corners:2020 Corners: 19Corners: 19 Corners: 19 Corners: 20Corners: 20 Corners: Corners: 21Corners: 21 Corners: 21 Corners: 21 Corners: 15Corners: 15 Corners: 15 Lap: 55 Lap: 56 Lap: 55 Lap: 55 Lap: 55 Lap: 55 Lap: 56 Lap: 56 Lap: 56 Lap: 55 Lap: 55 Lap: 55 Lap: 60 Lap: 60 Lap: 60

track length: 3.54km (2.20 miles)

track length: 3.34km (2.07 miles)

Austin,TX, TX,U.S. US AUSTIN, TX, AUSTIN, U.S. TX,AUSTIN, U.S.

track length: 5.51km (3.42 miles)

Tas Marina, Abu DhabiSAN PEDRO RACE YAS MARINA,YAS ABU MARINA, DHABI YAS ABU MARINA, DHABI ABU DHABI SAN PEDRO TRACKSAN RACE PEDRO TRACK RACE TRACK track length: 5.55km (3.45 miles)

17

CASE STUDY: CASE STUDY: CASE STUDY: AUSTIN, TX, AUSTIN, U.S. Racing AUSTIN, TX, U.S.Track Racing TX, U.S. (2014) Track Racing (2014) Track (2014) COST & PROFITS COST & PROFITS COST & PROFITS Constructure Constructure Expenditure: Constructure Expenditure: Expenditure: $450 million $450 million $450 million

TRAVEL EXPENDITURE TRAVEL EXPENDITURE TRAVEL EXPENDITURE Out-of-State Out-of-State Visitors Out-of-State staying Visitors in Hotels staying Visitors in staying Hotels in Hotels Out-of State Out-of Visitors State not Out-of Visitors Staying State not in Visitors Hotels Staying not inStaying Hotels in Hotels


LANDSCAPE STRTEGY

LANDSCAPE STRTEGY

ARCHITECTURE STRTEGY

DESIGN STRATEGY

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LONG-TERM LANDSCAPE FRAMEWORK

Cruise Terminal

Fanfare Fountain

Visitor Center

Office Corridor

Battleship Museum

Maritime Museum

Commercial Corridor

Waterfront Platform

Library

Bridge

Aquarium

Concert Hall

F1 Racing Track

0

400

800

1,600 Feet

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SEQUENTIAL EXPERIENCE

20


SUBAREA 1 - CRUISE TERMINAL RENOVATION

21


SUBAREA 2- FISH MARKET

22


RED CAR LINE RIDING EXPERIENCE

WATERFRONT PROMENADE 23


SUBAREA 3- F1 RACING TRACK

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BIKING TRAIL

F1 RACING EVENT 25


03

Reactivating disturbed ground New identity for the neglected treasure | LARP 701 | PennDesign

Project Type: Regional Research Site Design Individual Work Advisor: Karen M’Closkey Duration: 2017. 09-2017. 12 Site Location:

San Cristobal Island, Galapagos Islands

manifesto

Wiht dramatic population increase within the restricted urban boundry in Puerto Baquerizo, urban development is pushing against nature resources without much considerations about the nature condition in the urban area. Current urban development is simply constructing more buildings on vacant parcels or mono-function playgrounds with no-shade. Those development is keep changing current vegetated vacant parcels into impervious surfaces. With more frequent El NiĂąo event in the future, the island is increasingly receiving large amount of rainfall. The three ravine channels in the city do not have enough space to contain excess amount of rain water from both high land and the impervious surface in the town. Excess amount of rain water bring damage to existing urban development in some areas. Thus, some vacant parcels are not suitable for future development because of the water flow and slope. Reserving some vacant parcels as the extensions of the ravines, and developing them as shaded zones for recreation in dry season and water absorption zone in wet season is my design strategy for San Cristobel Island.

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27


REGINAL ANALYSIS HYBRID SITE ANALYSIS NORTH RAVINE

EL NINO FREQUENCY HISTORY

SOUTH RAVINE

28


equator

Punta Pitt

SAN CRISTOBAL ISLAND VEGETATION ZONES

Urban Settlement Rural Settlement Cropland Coastal Zone Arid Zone Humid Zone Water Flow

El Junco Puerto Baquerizo Moreno

El Progreso

Coastal Area Tourist Attractions Piers Beach Inner Town Hotels Sports Courts for Residents Shops Lack of shaded area Recreation lack of variety

El Junco Lagoon El Progreso Highland mist

the “rain forest” of the Galápagos garúa fogs

Miconia Zone

Zanthoxylum (or Brown) Zone

Scalesia Zone

Transition Zone

Coastal Zone

Arid Zone

Ravines Lack of management Lack identity Being treated as barriers

700 m 650 m 600 m 550 m 500 m 450 m 400 m 350 m 300 m 250 m 200 m 150 m 100 m 50 m 0m

HYDROLOGY DYNAMICS+HUMAN DYNAMICS

EXISTING

DRY SEASON

WET SEASON

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SITE DESIGN

golden bay hotel

north ravine

30


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Geo-Morphology + Intervension Strategies Existing

Connecting+Runoff

Ravine Channel Openings

Pattern Extension

Walls+Topo Change

Water Flow

Trees Jerusalem thorn (Parkinsonia aculeata) matazarno (Piscidia Carthagenensis) Galapagos Pisonia (Pisonia floribunda) palo verde (Parkinsonia aculeate)

Shrubs Galรกpagos lantana (Lantana peduncularis) Prickly pear cactus Yellow cordia (Cordia lutea)

Groundcover Grey matplant (Tiquilia nesiotica) Galapagos carpet weed(Sesuvium edmonstonei) J

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F

M

A

M

J

J

A

S

O

N

D


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04

Green Country Town Redux The epitome of green country town redux | LARCH 400 | PennState

Project Type: Master Plan Design Site Design Group Work, Individual Work Advisor: Bryan Hanes Duration: 2014. 09-2014. 12 Site Location:

Philadelphia, PA

manifesto

Let every house be placed, if the person pleases, in the middle of its plat, as to the breadth way of it, that so there may be ground on each side for gardens or orchards or fields, that it may be a Greene country towne, which will never be burnt, and always be wholesome. --William Penn

In order to address the changing needs over time on the eastern side of central Philadelphia, such as the needs of offering better connected walking experience, improving environmental conditions, providing more programmatic spaces, and so on.. Continuous pedestrian-friendly system came up as the master plan for future Philadelphia which embrace new goals for city development based on William Penn’s original idea for Green Country Town. The system provides leisure and recreation opportunities in new open spaces and better connected walking experience for local community, as well as provides a new perspective for visitors to enjoy the city.

FAIRMOUNT PARK

SCHUYLKILL RIVER

CITY HALL

I-95

DELAWARE WATER FRONT

34


1. PIAZZA STORMWATER PARK(ING) LOT 4. DELAWARE AVE MIXED USE & RESIDENTIAL ZONE 5. FESTIVAL PIER 6. WILLOW STREET PLAZA 7. SKY PARK 9. CHINATOWN ROOF GARDEN 11. OLD CITY ROOF GARDEN 2. LIBERTY LANDS PARK 3. WATERFRONT SQUARE 8. FRANKLIN SQUARE 10. INDEPENDENCE MALL

1

2

3

4

5 6

7

8

9

10 11

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1630

1790

1830

1860

William Penn founded the city green country town

Development affect historical streams

Industrialization, development boom & population

The end of industrialization era.

growth

SUN RISE MARKET FARMERS MARKET BRUNCH CLUB BOOK FAIR SUN BATH

24 22

02

20

04

24 HOURS

06

16

08

14

10 12

1900

1940

Highway (I-95) creates disconnections between neighborhoods

36

1960

CAFE/EATING PHOTOGRAPHY TAICHI WI-FI LOUNGE ART GALLERY MOVIE THEATRE LIGHT INSTALLATION CONCERT FIRE WORK NIGHT CLUB

2000

Revitalization of Delaware river waterfront area


37


Outdoor Exercise Plaza Outdoor Eating Area Water Recreation

Bus Station

Skypark Cafe I-95 Green House Skypark Grill Amphitheater Movie Theatre

Bus Station

SOCIAL

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WALKABILITY

Subway Station Wi-Fi Lounge

ECOLOGY

ECONOM


AFTER

Sky Park Subway Station

Second St.

d. Columbus Blv

Water St.

Front St.

ing

Skypark Grill

Callowhill St.

2nd St. & Wood St.

Sky Park Station

d.

2nd St. & Callowhill St.

Columbus Av. & Callowhill St.

Bus Park

Second St.

Columbus Av. & Callowhill St.

Columbus Blv

Callowhill St.

Front St.

2nd St. & Callowhill St.

Drop Off Area

BEFORE

Wood St.

Amphitheater

SKYPARK SUBWAY STATION

DROP OFF AREA

SKYPARK WELCOME CENTER

N FRONT ST.

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Greenpoint Waterfront Redefination Flooding Resillience | LARCH 400 | PennState

Project Type: Master Plan Design Site Design Individual Work Advisor: Christopher Counts & Maria Counts Duration: 2014. 01-2014. 5 Site Location:

Brooklyn, New York City

manifesto

In order to create a flood resilience waterfront with more welcoming living condition, and higher land value in Green point, seven pencil high rises and large park space is purposed. The Luxury high rise towers serve as the economic engine in this development, supporting the parks in the rest area of the site. The combination of the development towers and public space forms this economic self-sustained and flood resilience master plan. Pencil high rises save area for public spaces, and provide best views towards both upper and lower Manhattan. Park space facing east river serves as flood barrier which protect the purposed development and the inner neighborhood. Public spaces facing the inner Green point serves as community spaces for the residents. Architecture and landscape strategies are designed together as a buffer zone, from north side to south side, to prevent the damage of future flooding events towards inner city.

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41


FLOODING CONDITION ANALYSIS EXISTING

PROPOSED

10’ FLOOD

10’ FLOOD Not Affected Buildings Affected Buildings Flood

159.2 Acres; 11.92% Land Flooded; 122 Affected Buildings, including

14’ FLOOD

72 (59.02%) Industry Buildings Loss

47 (38.52%) Residential Buildings Loss

3 (2.46%)

Commercial Buildings Loss

1. Public spaces are sacrificed for community protection when flooded 2. Remaining platform in the park for public transportation

14’ FLOOD

575.1 Acres; 43.04% Land Flooded; 1363 Affected Buildings, including

17’ FLOOD

352 (25.83%) Industry Buildings Loss

963 (70.65%) Residential Buildings Loss

48 (3.52%)

Commercial Buildings Loss

1. Public spaces are sacrificed for community protection when flooded 2. Remaining platform in the park for public and emergency transportation

17’ FLOOD

809.1 Acres; 60.56% Land Flooded 2828 Affected Buildings, including

433 (15.31%) Industry Buildings Loss

2334 (82.53%) Residential Buildings Loss

61 (2.16%)

1. Public spaces and lower floors in the high rises are sacrificed for community protection when flooded 2. Remaining platform in the park for emergency transportation.

Commercial Buildings Loss

DESIGN STRATEGY 1-4 floor: Commercial as sacrificed Area

BUILDING WALL REINFORCEMENT

4 flood+: Residential, Hotel and Office as protected Area

Sea Wall

Flood Wall

SEA WALL/FLOOD WALL

44

Levee

LEVEE/BARRIER ISLAND

Barrier Island

Allow/Absorb

WETLAND BUFFER/BEACH


SITE DESIGN

SPORTS FIELD

LANDFORMS BUFFER PLAYGROUND EVENT LAWN

WETLAND BUFFER COMMUNITY PARK

KAYAK LAUNCH URBAN BEACH WATER TRANSPORTATION STOPS

SPORTS FIELD

TERRACE GARDEN

OPEN LAWN

PLAYGROUND INFINITY POOL

BUSHWICK INLET RESILIENCE PARK

45


MEDIA EXPLORATION

46


DESIGN COMPETITION SOCIAL REVOLUTION DESIGN COMPETITION

“Under the Bridge“ Location: Duration:

Yaroslavl, Russia 1 Months

Competition Project Site Inventory and Analysis Team Work with Xiaoyan Dong Final shortlist

concert hall

urban park 47


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111

CONSTRUCTION DRAWING DRAW

LARC

STORMWATER MANAGEMENT AND GRADING

FINA STOR GRAD

TW:11 18.50 BW:11 02.50

PROJE CFE ST MANAG

7

TW :1 BW 118. :110 00 5.90 TW :1 BW 111.00 :110 8.50

1106

SITE L

R.P .I

CFE PEN STATE C

REVIS NO. 1.

NAME QIN FAN

DATE 12.07. 2

1107 SLOPE:1 6.7%

PLAN

DRAW

1108

FILE N FANG Q PLAN

LEGEN

10 95

MATERIAL DESIGN

SHE

L


TREE PLAZA PLANTING 1. 2. 7' * 7' PRE-CAST CONCRETE PAVER

3. 4.

5.

EES BUILDING

6. 7.

8. 9. 10. 11. 12. 13. TABLE

14. 15.

BENCH

APPLIED SCIENCE BUILDING

KEY GTS

All plant materials shall be in accordance with the American standards for nursery stock (ANSI Z60.1-2004). Plant according to ANSI A300 PART 6. If the tree is container grown, score or prune the outside of the tree root package to redirect circling fibrous roots. If the tree is balled and wrapped, carefully remove soil from the top of the tree root package until the primary toot is located. Prune or remove any winding or girding roots. Cut any wires, wire baskets, and/or containers and carefully remove from the tree root package before placing it in the hole. Carefully remove all twine, cords, and/or wraps and remove from the tree root package before placing it in the hole. Dispose of properly. Dig the planting hole a minimum of 2 times width of root ball for at least the first 2 inches of depth. Below 12 inches, dig hole wide enough to permit adjustment. Do not dig the hole deeper than root ball depth. Scarify the subgrade, sides and the bottom of the planting hole when planting in clay soil (more than 15% clay). Make sure the planting depth is correct by locating the primary root. This is the top of the tree root package. The top of the tree root package shall be elevated above the finished grade. The elevated distance shall be equivalent to the caliper size. For, example, the top of a tree root package for a 2” caliper three shall be 2” above the finished grade. Carefully place the tree in the hole. Lift and set the tree by root ball only. Do not lift using the tree trunk and do not use tree trunk as a lever. Loosen backfill before filling planting hole. Fill planting hole half way with excavated planting soil, water to eliminate air pockets. Do not tamp. Finish filling planting hole, tamp soil gently, and water immediately. Do not place backfill on the top of the tree root package. Apply a 1-2” layer of compost above the tree opening and planting area. Maintain a 4” distance from the trunk flare. Apply a 2-3” layer of wood mulch above the compost. Maintain a 4” distance from the trunk flare. Skate trees, if necessary, to stay in plumb position. Use Arbor Tie Staking and Guying (DeepRoot), installed per Manufacturer’s recommendations. Remove after 1 year. Dispose of properly. Do not use tree wrap, paints or bindings. Prune tree only to remove structural defects or to improve tree structure.

QUANT. BOTANICAL NAME COMMON NAME SIZE (H/S) CONDITION REMARKS 18 Gleditsia triacanthos 'Skyline' Skyline honeylocust 40'/25' B&B

MIXED BED PLANTING (3) RC (8) VA (1) CF (1) AA (21) AGO

(1) CF

(3) AT

(4) RC (9) SO

Key Quant. Name Coniferous Trees AB 3 Abies koreana 'Kristal Kugel' Deciduous Trees AA 2 Amelanchier aborea CF 4 Cornus florida HV 3 Hamamelis virginiana Evergreen Shrubs RC 20 Rhododendron carolinianum Deciduous Shrubs AA 17 Aronia LB 5 Lindera benzoin VA 5 Viburnum alnifolia Perennial Grass BC 23 Bouteloua Herbaceous Perennials AM 57 Achillea millefolium AGO 139 Acorus gramineus 'Variegatus' AT 15 Asclepias tuberosa CV 9 Coreopsis EP 32 Echinacea purpurea EM 8 Eupatorium maculatum HH 23 Heliopsis helianthoides HL 9 Hemerocallis lilioasphodelus LS 60 Lobelia RF 61 Rudbeckia fulgida VA 13 Vernonia Groundcovers PA 23 HCK 110 Hosta 'Captain Kirk'

(3) AA (11) AM (24) LS

(10) HCK (2) EM (1) AB

(3) AT (12) HH (9) RF (3) AA

(17) AM

(1) HV

(1) EM (3) EM

(11) AM (7) BC (9) CV

(12) EP (7) LS

EES BUILDING

(10) AGO

(40) AGO (11) EP (2) VA (9) AT

(18) RF

(4) HH

(2) LB (4) AA

(1) HCK (1) AB (3) LB (2) RC

(3) RC (1) CF

(8) HCK

(7) HH

(20) RF (8) BC

(15) PA

(1) AA (8) PA

(4) HL (18) AM (3) RC

(9) EP

(8) BC (3) VA

(1) AB (2) HL (4) HCK

(3) AA (1) CF (19) LS (3) HCK

Common Name

SIZE (H/S)

Crystal Ball Korean Fir

10'/15'

B&B

Remarks

Serviceberry Flowering Dogwood Common Witchhazel

3'-4' 1.5" Cal. 20-30’/20-25’

B&B B&B B&B

Carolina Rhododendron

3’ – 6’

Red Chokeberry Spicebush Hobblebush

3'-4' 3'-4' 6-10’

#5 pot #5 pot #5 pot

Side Oats Grama

3’/2’

#SP4 pot

12" O.C.

Yarrow Japanese Sweet Flag Weed Thread Leaf Coreopsis Purple Coneflower Joe Pye Weed Oxeye Sunflower Yellow Daylily Blue Lobelia Blackeyed Susan Ironweed

7'/3' 1'/1' 2'/1' 2.5'/2' 4'/2' 7'/3' 4'/4' 3'/2' 2.5'/1' 2'/2' 7'/3'

#SP5 pot #SP3 pot #SP5 pot #SP3 pot #SP3 pot #1 pot #SP5 pot #SP5 pot #SP3 pot #SP3 pot #1 pot

18" O.C. 10" O.C. 18" O.C. 15" O.C. 18" O.C. 30" O.C. 18" O.C. 24" O.C. 15" O.C. 18" O.C. 30" O.C.

Christmas Fern Captain Kirk Hosta

1.5'/3'

#SP4 pot #SP5 pot

12" O.C. 30" O.C.

(3) RC (1) HV

(4) AA

(3) HL

(51) AGO

(17) AGO

MEADOW PLANTING (1) JV

(2) CR M #1

(1) MA

M #2 (2) CR

M #2 (1) MA

M #3

M #1

(1) MA

M #2 M #2 M #2

(1) JV M #2

M #1

(1) MA

M #2

M #1 M #2

M #2

M #1

M #1 M #2

M #2

M #1

M #2

M #2

M #2

M #2

M #2

M #2 M #1

(1) MA (1) JV

M #1

M #2

M #2

M #1

M #1

(1) MA

M #2

M #2

M #2

(1) JV

(2) CR

M #1

M #2

49


OLIN INTERNSHIP

LILYPAD STRATEGY The core principal of the Lily Pad is raised earth at the center of buildings, creating a permanent flood barrier that provides failsafe flood protection to the level of FFEs adjacent to the lily pad.

OVERALL FLOOD PROTECTION AND RESILIENCE STRATEGIES- 3 OPTIONS

OPTION 1 •

Located at the campus perimeter

Walls, terraces and berms as flood protection strategy

Create minimal modification to existing buildings and open space

Lowest initial implementation costs

OPTION 2 •

Variations of the lily pad flood protection strategy

Less vulnerable to catastrophic failure

Creates opportunities for new gateways to the neighborhood

New retail corridor that activates the campus edge, provides new amenities, and job opportunities

OPTION 3

50

The greatest level of change to the existing campus

New buildings that create a robust retail corridor

Lily pads and new structures as flood protection strategy

The greatest amount of new open spaces and amenities


OPTION 2: Flood protection on Lorraine Street during daytime

OPTION 2: Flood protection on Lorraine Street during storm condition

OPTION 2: Natural play area in Central Mall

OPTION 3: Urban farm in Central Mall

51


QIN FANG

52

Landscape Architecture Portfolio Composed Winter at 2018 +1 (814) 321-1896 qinfangupenn@outlook.com


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