Mujahid Powell Landscape Architecture Portfolio

MUJ MUJAHID

POWELL

MUJ MUJAHID

POWELL

FEATURED PROJECTS

DREGS TO DESTINATION

1 FRONTIER TO CONTACT ZONE 2 3 SHIFTING SANDS URBAN FOREST 4 SITE CONSTRUCTION 5 6

CHILDREN’S PLAYGROUND

PARKING

BIKE TRAIL

FLOATING RIVERWALK

GREEN RIBBON

PARKING RETAIL BOARDWALK

LIGHT RAIL

SOLAR SHELTER FRESHWATER WETLAND

MUSEUM COMPLEX

FERRY

GREAT LAWN

WATER TAXI STATION

SEA LEVEL RISE MONUMENTS

COVERED VENUE

WAREHOUSES

WATER TAXI STATION

FERRY

CONCERT STAGE STUDIO SPACE THEATRE SEATING

RETAIL & CAFES

COMPOSTING PLANT LIVE/WORK UNITS

TIDAL POWER

BIRD HAVEN

CO-WORKING SPACES

BIOFACI

WETLAND

RAILROAD

RECYCLIN WATER TAXI STATION

CAMP GROUND

FIELDS

BARGE DOCKS

BIKE TRAIL

INDUSTRIAL GARDEN

WATER TAXI STATION

PHYTOREMEDIATION FIELDS

PARKING PLAYGROUND

WILDLIFE CORRIDOR

FERRY

URBAN BEACH

SWIMMING POOL

WATER TAXI STATION

-FUEL ILITIES

NG PLANT

FROMDREGS TODESTINATION

2014 ED BACON COMPETITION

Special Jury Prize for Compelling Graphics “The Dregs of a system can be understood as a residue or deposit, the untapped remains of generative processes.

Our site constitutes the dregs of the past oil, coal, warehousing and shipbuilding industries which existed throughout the site’s recent history. Today, we observe the waterfront and Petty Island as a blights on the community, contaminated landscapes which lack sustainable productivity. By accentuating the latent features of our site along with the human and natural processes surrounding it, we aim to generate novel and unique interventions to cultivate a more productive and prosperous future for the city. By closing the loop of wasteful and unhealthy processes, our plan asserts more efficient systems which cooperate together to improve quality of life and landscape.

We want to re-envision our site as a destination of environmental, cultural and economic growth in Philadelphia. “ LOCATION Petty Island, Philadelphia, PA SITE AREA 600 acres (2.43km2) TEAM Stephanie BUGLIONE Mujahid POWELL Levi SCHOENFELD Xiao SHI Ge YI Shuqi ZHANG

TIDAL POWER Generates enough tidal power to light the entire island while providing fresh, clean water to an urban beach (swimming area) at the northern end of the island.

WETLAND FILTRATION

RIVERFRONT BEACH Provides a safe oasis in the Delaware River which receives regular flows of sewage during rain events from Philadelphia’s combined sewer system.

WETLAND FILTRATION

FROMFRONTIER TOCONTACTZONE A SOCIALLY AND ECOLOGICALLY RESILIENT DOWNTOWN SYRACUSE Our site sits at the frontier of development in the Armory Square District and at the leading edge of one of the poorest neighborhoods in America. This dichotomous intersection, like many others like it, can be described as an urban frontier: a space of vast openness, great potential, perceived danger, and physical and psychological barriers to entry.

The activation of this space means the creation of a place which fosters activity, cultural exchange, permeability, ease of circulation, and the provision of services and amenities which will benefit both communities.

Our new design focuses on ameliorating the conditions of the urban frontier as a CONTACT ZONE FALL 2015 LA4010 STUDIO Urban Resilience and Ecosystem Services Design Laboratory Prof. Joshua Cerra Levi Schoenfeld LOCATION Armory Square, Syracuse, NY SITE AREA ### acres (###km2)

SITE SYSTEMS

11 6

THE PROGRAMS PLAN SITE 9

4 14

7

5

3

13

1 8

11

10 4 9 7

2

12

1

SUPER-MARKET COMPLEX

2

NEW MISSION SERVICES

3

STORMWATER PLAZA

4

LIGHT RAIL STATION

5

MIXED USE RESIDENTAL

6

ADAPTIVE RE-USE HOUSING

7

BOUTIQUE HOTEL

8

COVERED EVENT SPACE

9

ELEVATED PARK SPACE

10

LIGHT INDURSTRY SPACE

11

RAMPED URBAN PLAZA

12

STORMWATER FILTRATION

13

SPORTS AND ACTIVITY SPACE

14

NEW PARKING FACILTIES

STORMWATER PLAZA The stormwater plaza interweaves social, economic and environmental systems to create an urban contact zone. Allowing people to engage with each other and the site’s ecological processes while creating a shared cultural and economic asset for the adjacent neighborhoods.

The constructed wetland at the heart of the stormwater plaza receives runoff from nearly 500,000 ft2 of the surrounding city. Water from pavement and rooftops is directed to a lightly planted infiltration practice along the light rail tracks. Whenever rainfall is to intense to infiltrate all runoff, water overflows into the constructed wetland.

ONONDAGA LAKE WATERSHED ONANDAGA LAKEANALYSIS WATERSHED

RACUSE ACTIVE CSO SEWERSHEDS

ONONDAGA LAKE

10%

Area

39,976 Acres

Onondaga Influx 15.33 Trillion Gallons

URBAN SEWERSHED

20% NINE MILE CREEK

30%

Area

70,496 Acres

Annual Runoff 61.32 Trillion Gallons

Area

36,067 Acres

Onondaga Influx 30.66 Trillion Gallons

ONONDAGA CREEK

40%

Area

70,496 Acres

Onondaga Influx 61.32 Trillion Gallons

SYRACUSE RUNOFF GENERATION SYRACUSE RUNOFF GENERATION acre-ft/year

23,523 23,523

acre-ft/year

40% (+20%) 37% (+10%)

-25%

-30%

30% (-10%)

33%

-20%

-34%

27% (-20%)

37% (+10%) 33% 27% (-20%)

27.48” per year 27.48” per year 25.32” per year 25.32” per year 20.28” per year 20.28” per year 17.76” per year 17.76” per year 14.88” per year 14.88” per year 11.64” per year 11.64” per year 9.12” per year 9.12” per year 1.2” per year 1.2” per year

30% (-10%)

COVER

CURRENT IMPERVIOUS CURRENT COVER IMPERVIOUS

40% (+20%)

SYRACUSE SYRACUSESTORMWATER STORMWATERRUNOFF RUNOFF YEAR 2050 RUNOFF SCENARIOS

-39%

-20%

-25%

14%

7%

14%

30% 30%

72% 72%

7%

23% 23%

62% 62%

15%

15%

51% 51%

7%

51% 51%

-1%

30% 30%

-30%

-34%

-39%

27.10 in 27.10 in

-7%

-14%

-7%

-14%

38.47 in 38.47 in

7%

-1%

44.24 in 44.24 in

58.17 in 58.17 in

CURRENT ANNUAL CURRENT RAINFALLL ANNUAL RAINFALLL

FUTURE RUNOFF SCENARIOS FUTURE RUNOFF SCENARIOS

SHIFTINGSANDS

SEDIMENT & SHIPPING IN THE PORT OF BUENOS AIRES Throughout the history of Buenos Aires, generations of Portenos (as residents of Buenos Aires are referred) have encountered new lands emerging from the Rio de la Plata. Recently emerged from the river, and not yet covered or integrated with the existing urban fabric, this territory forms an Urban Frontier.

In “Shifting Sands�, I trace how the coast and port operations in Buenos Aires have changed since 1850. An adversarial, yet complementary relationship between the Rio Chuelo and international shipping emerges. Sediment in the extremely shallow Rio de la Plata Basin, hampers the movement of large cargo ships, while that same sediment provides the foundation of the ports required to serve the ships.

SPRING 2014 LA6140 Latin America Landscapes and Urbanisms Prof. Brian Davis LOCATION Buenos Aires, Argentina

COASTLINE EXPANSION Buenos Aires’ location along the Rio de la Plata, a shallow estuary at the mouth of the Parana River and Uruguay River has been the cause of a long history of complications transferring goods from ships to land. The estuary ranges from only one meter deep up to five meters deep in its inner fluvial zone. As the city grew, Portenos were forced to introduce infrastructure including channels, piers and railways to facilitate the transfer of goods and people.

Since 1889, the city has invested enormous sums, continually expanding the port area in an attempt to keep up with the demand of a modernizing and increasingly global society, growing supply and demand for import and export goods, and the ever increasing sizes of cargo vessels.

PORT & CARGO Ironically, the Riachuelo has provided the material to build new land and meet the demands of this changing city/society. Digging deeper, to fight the continual deposition of sediment and to accommodate bigger ships, while simultaneously using the spoils of that dredging activity to create larger ports that meet constantly increasing modern standards.

The Riachuelo produces a continually shifting frontier that poses continual challenges and opportunities for the city.

URBANFOREST

THE GOWANUS CANAL

The heart of the Gowanus Urban Forrest is formed on the brown-field remains of a large petroleum processing facility which contributed the majority of the pollution which has made the Gowanus Canal what it is today. A superfund site.

The most heavily polluted soils on site and in the canal will be excavated and stabilized on-site, before being capped and burried in a large levee system which protects the inner canal from storm surge flooding.

The resulting forest and levee provide a vision for how to revitalize a severely degraded landscape while maintaining a reminder to what was once done to the site.

SPRING 2014 LA3020 STUDIO Prof. Brian Davis LOCATION Gowanus Canal. Brooklyn SITE AREA ### acres (###km2)

SCENARIO 1: THE HIGH TOP FADE

PARAMETRIC FORREST At the head of this levee system there is a linear canopy of trees planted on a series of inversed slopes.

Because the majority of the slope is capped toxic material, topsoil is in short supply, so I decided to experiment with how limiting the amount of soil provided to a tree could be used as a design tool.

Using a formula determined by Cornell researchers, I modeled the long term effects of variating trees’ available soil volume in relation to its point along the slope.

YEAR 1 > > > > > > > > > > > > > > > > > > > > > > > YEAR 10 > > > > > > > > > > > > > > > > > > > > > > YEAR 30 > > > > > > > > > > > > > > > > > > > >

SCENARIO 2: SLOPE COMPENSATION

YEAR 1 > > > > > > > > > > > > > > > > > > > > > > > YEAR 10 > > > > > > > > > > > > > > > > > > > > > > YEAR 30 > > > > > > > > > > > > > > > > > > > >

SCENARIO 3: EVEN STEVEN

Using different distributions of topsoil for trees on the slopes, we can create designs where the tree canopy emphasizes or minimizes the existing slope conditions.

YEAR 1 > > > > > > > > > > > > > > > > > > > > > > > YEAR 10 > > > > > > > > > > > > > > > > > > > > > > YEAR 30 > > > > > > > > > > > > > > > > > > > >

TAXONOMY: GOWANUS TIDES AND STORM SURGES +35

CATEGORY 4 HURRICANE : 24.6 ft - 31.3 ft Storm Surge

HURRICANE FLOODING

+30

Atlantic Hurricane Season

+25

CATEGORY 3 HURRICANE : 14.8 ft - 25.0 ft Storm Surge

+20

CATEGORY 2 HURRICANE : 13.0 ft - 16.6 ft Storm Surge

+15

+10

CATEGORY 1 HURRICANE : 6.1 ft - 10.5 ft Storm Surge

+5

ROUTINE COASTAL STORM - Up to 6.1 ft Storm Surge

0

ROUTINE TIDAL FLUCTUATION: Mean Sea Level = 0.0 ft

-1 -2 -3 -4

JANUARY

FEBRUARY

MARCH

APRIL

MAY

JUNE

JULY

AUGUST

SEPTEMBER

OCTOBER

NOVEMBER DECEMBER

ECOLOGY: STRUCTURES ENDANGERED BY STORM SURGE FLOODING

AFFECTED BUILDINGS

-- LEGEND -Category 4 Storm Surge Category 3 Storm Surge Category 2 Storm Surge Category 1 Storm Surge

SCHWARTZ CENTER S FOR THE PERFORMING ART

TERRACE

EQ

.

.

EQ

"

R29'-0"

8 L-701

"

.

'-6

6"

"

EQ

.

6'-

10 3'-

9"

"

10 3'-

6" 1'-

4 L-702

EQ

3'-

0"

.

1'-

'-6

.

.

R15'-

R15'-

.

8'-0"

0"

EQ

.

EQ

.

" 10'-5

2+00

1+89

1+70

1+64

COLLEGE AVENUE

1+50

1+39

1+21

1+00

"

5 L-701

BUS STOP

13'-0

2+40

6 L-701

4 L-701

13'-0"

2+50

2+59

EQ

"

7'-0"

'-0"

0"

R10

R10'-0

8'-2"

0"

'-0"

5'-

R15

R1

PARKING

EQ

1'-

"

EQ

10

10

6" 1'6" 4'-

9"

10

.

EQ .

EQ 6" 1'-

'-6

"

10 '-6 "

6" 1'0"

INNER PLAZA

.

.

EQ

.

EQ

EQ

EQ

.

.

9"

R19'-

1'-6" 8'-

EQ

EQ

.

EQ EQ

.

SH CO EL UR DO T N

.

EQ

"

6'TY 2" P.

" R21'-9

1'-2" TREE PIT

R4 'TY 11" P.

-9

45'-9"

41'-4"

6'-

9'

21'-8"

19'-3"

ALL GRANITE PAVER STRIPS AND UNIT PAVERS PARALLEL TO BUILDING

R1

1 L-702

20'

PLANTER,TYP.

.

EQ

.

.

'-6

.

EQ

EQ

39'-6" 17'-3"

17'-4"

13'-4"

EQ

10'-1"

3 L-702

40'-1" 7'-0"

4'-4"

10

9"

6"

8'-

GRANITE PAVER BANDS PARALLEL TO INNER PLAZA BORDER EXISTING CONCRETE

1 L-701

1'-6" x 1'-6" GRANITE PAVER BAND P.O.B.

3 L-701 2 L-701

PARKING

KEY: HEAVY DUTY PERMEABLE PAVERS LIGHT DUTY PERMEABLE PAVERS EXPANSION JOINT CONCRETE SCORE LINE

0+50

M

PLA

CONSTRUCTION DRAWINGS

MUJAHID POWELL

CORNELL UNIVERSITY ITHACA, NY, 14853

0"

R10

'-0"

R10 '-

1+37 0+09

0+02

0+00

The Schwartz Center for Theater Arts is in a location which is frequently more active at night than during the day, the design seeks to engage barhopping students while being durable enough to withstand the physical abuse of drunk revelers.

Gently sloped surfaces and a system of planters and curved stairways allow for a simple and inviting transition across the significant grade change on the site. The stairs are constructed as grade beams stabilized with pins linking them on each side to a planter wall with frost footings. Because of the grade change, the granite coping on the planters serve as seat-walls on one side and back rests for a bench on the other.

Curved segments of a translucent red material are mounted as bench seats in the inner plaza. Uplighting in the ground allow these benches to glow red at night. Go Big Red! PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

(E) CURB AND RAIL

SCHWARTZ CENTER FOR THE PERFORMING ARTS

ITHACA, NY

SCHWARTZ CENTER PLAZA

SPRING 2014 LA3020 Integrating Theory & Practice LOCATION Gowanus Canal. Brooklyn, NY SITE AREA ### acres (###km2)

1a

Scale: 1"=30'

UNIT PAVERS ON GRANULAR BASE

1a

Scale: 1"=30'

5

Scale: 1"=1'

UNIT PAVERS ON GRANULAR BASE

5

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Scale: 1"=1'

5a

Scale: 1"=1'

Scale: 1"=1'

Scale: 1"=1'

RUCTURAL SOIL

Scale: 1"=1'

1c

Scale: 1"=1'

CONCRETE PAVEMENT AND JOINTS

5

5a

Scale: 1"=1'

UNIT PAVERS ON C.U. STRUCTURAL SOIL UNIT PAVERS ON C.U. STRUCTURAL SOIL CURB RAMPS 1c 6 Scale: 1"=1' Scale: 1"=1'

6

Scale: 1"=1'

2

LAR BASE

2

Scale: 1"=1'

1a

Scale: 1"=30'

Scale: 1"=1' Scale: 1"=1'

67

7

Scale: 1"=1' SILT RAMPS FENCE CURB

CURB RAMPS Scale: 1/4"=1'

3

7

Scale: 1"=1'

5

Scale: 1"=1'

CONCRETE PAVEMENT AND JOINTS

CORNELL UNIVERSITY ITHACA, NY, 14853

PLA

Scale: 1/4"=1'

Scale: 1/4"=1'

CONCRETE BROOM FINISH Scale: 1"=1'

CORNELL UNIVERSITY ITHACA, NY, 14853

2

Scale: 1"=1'

Scale: 1/4"=1'

MUJAHID POWELL BUS PULL-OUT AT NEW ASPHALT AND CONCRETE SIDEWALK Scale: 1/2"=1'

SILT FENCE 5a

Scale: 1"=1'

UNIT PA

1c CORNELL UNIV ITHACA, NY,

Scale: 1"=1'

PLA

CONCRETE BROOM FINISH GRANITE PAVERS ON GRANULAR BASE Scale: 1"=1' 1d

SILT FENCE

UNIT PAVERS ON RIGID BASE

UNIT PAVERS ON GRANULAR BASE

M

M

UNIT PAVERS ON RIGID BASE

UNIT PAVERS RIGID BASE UNIT PAVERS ONON C.U. STRUCTURAL SOIL 1c 2

Scale: 1"=1'

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Scale: 1"=1'

CONCRETE BROOM FINISH

MUJAHID POWELL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Scale: 1"=1' e: 1"=1'

5a

CORNELL UNIVERSITY ITHACA, NY, 14853

CURB RAMPS

6

Scale: 1"=1'

UNIT PAVERS ON GRANULAR BASE

1a

Scale: 1"=30'

UNIT PAVERS ON C.U. STRUCTURAL SOIL

CORNELL

MUJAHID PO ITHACA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1c

Scale: 1"=1'

GRANITE PAVERS ON C.U. STRUCTURAL SOIL 1b FINISH CONCRETE BROOM

POROUS PAVING & STRUCTURAL SOIL

Scale: 1"=1'

PLA

MUJAHID POWELL

CONCRETE PAVEMENT AND JOINTS

CONCRETE PAVEMENT AND JOINTS

CONCRETE BROOM FINISH

5a

Scale: 1"=1'

SCHWARTZ CENTER FOR

ASE SCHEDULE

M

CONCRETE PAVEMENT AND JOINTS

5

Scale: 1"=1'

ARTZ CENTER FOR SCHWARTZ CENTER SCHWARTZ CENTER FOR FOR ERFORMING ARTS THE PERFORMING ARTS THE PERFORMING ARTS

UNIT PAVERS ON GRANULAR BASE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1a

Scale: 1"=30'

UNIT PA

Scale: 1/2"=1' Scale: 1"=1'

4

CU

Scale: 1/2"=1'

PAVING DETAILS 2

EWALK Scale: 1"=1'

UNIT PAVERS ON RIGID BASE Scale: 1"=1'

4

CURB AT NEW ASPHALT AND CONCRETE SIDEWALK Scale: 1"=1'

SILT FENCE

7

Scale: 1/2"=1'

8

TREE PIT: PLAN Scale: 1/2"=1'

8a

TREE PIT: SECTION Scale: 1/2"=1'

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

IDEWALK CURB AT NEW ASPHALT ANDASPHALT CONCRETE SIDEWALK UNIT PAVERS ON C.U. STRUCTURAL SOIL CURB RAMPS ALT AND CONCRETE 1c SIDEWALK CURB AT NEW AND SIDEWALK 6 CONCRETE 4 Scale: 1"=1' 4 Scale: 1"=1' Scale: 1"=1'

Scale: 1"=1'

Scale: 1"=1'

8

TREE PIT: PLAN TREE PIT: PLAN 8

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCED

BY AN AUTODESKPRODUCT EDUCATIONAL PRODUCT

Scale: 1"=1'

Scale: 1/4"=1' Scale: 1/2"=1'

Scale: 1/2"=1'

L-801

8a8a

PRODUCED BY AN AUTODESK EDUCATIONAL PR

e: 1"=1'

TREE SECTION TREE PIT: PIT: SECTION

PAVING

PAVING DET

Scale: 1/2"=1'

Scale: 1/2"=1'

LL-801

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCED PRODUCT

BY AN AUTODESK EDUCATIONAL PRODUCT

MM

PRODUCED BYPRODUCED AN AUTODESK PRODUCED

BY AN EDUCATIONAL AUTODESK

BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL PRODUCT PRODUCT

2 L-702

2 L-702 2 2 3" SHREDDED L-702 L-702 BARK MULCH

UPPER PLAZA

UNIT PAVERS UNIT PAVERS

VARIES

UNIT PAVERS

2%

2% 2%

2%

2%

2%

2%

2%

R4"

1'-0"

R4" R4"

R4" 1'-0"

MUJAHID

1'-0"

STEEL STRAP, STEEL 2" x 1/4" STAINLESS 2" x 1/4" STAINLESS 2" x 1/4" STAINLESS STEEL STRAP, STEEL STEEL STRAP, MIN. TWO (2) PERSTRAP, BENCH MIN. T 80° MIN. TWO BENCH TWO (2) MIN. PER BENCH TWO (2) PER BENCH 80° (2) PERMIN.

1'-0"

INCLUDING ENDS.INCLUDING ENDS. INCLUDING ENDS.

MORTAR BED MORTAR 3"3" SETTING 3" MORTARSETTING SETTINGMORTAR BED SETTING MORTAR BED SETTING BED 6" 6" BED

8" 1'-0"

6" 3"

1/2" 1/2" BOLTS W/ 1'-0" 1/2"BOLTS BOLTS W/ 1/2" BOLTS W/1/2" BOLTS W/ 1'-0" 1'-0" EXPANSION SLEEVES SLEEVES EXPANSION SLEEVES EXPANSION SLEEVES EXPANSION EXPANSION SLEEVES 1'-9"1'-9"

2"

2"

2"

2" S.S. DOWEL 3/8" DIA. S.S. DOWEL 3/8" DIA. 2" 2" S.S. DOWEL 3/8"S.S. DIA.DOWEL 3/8" S.S.2"DIA. DOWEL 3/8" DIA. 4" LONG MIN. 4" LONG MIN. 4" LONG MIN. 4" LONG MIN.4" LONG MIN. (2) PER COPE PIECE, (2) PER COPE PIECE, (2) PER COPE PIECE, (2) PER COPE (2) PIECE, PER COPE PIECE, 8" CORE AND GROUT / EPOXY. CORE AND GROUT / CORE AND GROUTCORE / EPOXY. AND GROUT CORE/ AND EPOXY. 8" GROUT / EPOXY. 8" 8"EPOXY. 1'-0"1'-0"

2%

MU

3-FORM CHROMA BENCH, 3-FORM C 1'-2" CRANBERRY RED, CHROMA 3-FORM CHROMA 3-FORM BENCH, 3-FORM BENCH, CHROMA BENCH, CRANBERR R4" R4" 22% TRANSPARENT 22% TRAN CRANBERRY RED, CRANBERRY RED, CRANBERRY RED, R4" R4"22% TRANSPARENT R4" TRANSPARENT 22% TRANSPARENT 2" x 1/4"22% STAINLESS 2" x 1/

1'-2"

GRANITE GRANITE SEAT-BACK, 80° SEAT-BACK, GRANITE SEAT-BACK, GRANITE SEAT-BACK, GRANITE SEAT-BACK, ALL EXPOSED ALL EXPOSED FACES SHALL 80° FACES SHALL 80° ALL FACES ALLSHALL EXPOSED ALL FACES EXPOSED SHALL FACES SHALL BE THERMAL FINISHED, BEEXPOSED THERMAL FINISHED, BE THERMAL FINISHED, BE THERMAL FINISHED, BE THERMAL FINISHED, INCLUDING ENDS. INCLUDING ENDS.

4'-10"

4'-10"

4'-10"

4'-10"

1'-2"

1'-2" 1'-2"

R4"

1'-0"

4'-10"

3'-0"

3'-0"

2'-6"

3'-0"

3'-0"

2'-6"

2'-6"

3'-0"

2%

VARIES

UNIT PAVERS

RETAINING WALL RETAINING WALL RETAINING WALL

VARIES

UNIT PAVERS

VARIES

3" 3" 1"

3" 1"

3" 1"

#4 EPOXY-COATED EXPANSION JOINTEXPANSION JOINT EXPANSION JOINT SMOOTH DOWEL #4 EPOXY-COATED #4 EPOXY-COATED #4 EPOXY-COATED AT 16" O.C. GREASE SMOOTH DOWEL SMOOTH DOWEL SMOOTH DOWEL AND CAST AT 16" O.C. GREASE AT 16" O.C. GREASE AT 16" O.C.INTO GREASE RETAINING WALL AND CAST INTO AND CAST INTO AND CAST INTO

VARIES

1"

R4'-11"

1/2' - 1 1/2' VARIES

EXPANSION JOINT 1/2' - 1 1/2' VARIES 1/2' - 1 1/2' VARIES 1/2' - 1 1/2' VARIES

PLANTERS & STAIRS

PLANTING MIX

2'-6" 2'-6"

3" 1"

RIES

OINT

PLANTING MIX

3" SHREDDED BARK MULCH

3" SHREDDED 3" SHREDDED SPECIFIED BARK MULCH BARK MULCH

SPECIFIED SPECIFIED R4'-11" R4'-11" UPPER PLAZA R4'-11" UPPER PLAZA UPPER PLAZA INNER PLAZA INNER PLAZASPECIFIED INNER PLAZA PLANTING MIX PLANTING MIXPLANTING MIX R4'-11" R4'-11" R4'-11" R4'-11" R4'-11"

R4'-11"

ATED WEL EASE INTO WALL

3" SHREDDED SPECIFIED INNER PLAZA BARK MULCH

UPPER PLAZA

INNER PLAZA

2 L-702

1'-4" 1'-4"

1'-9"

1'-0"

6"

1'-0"

2"

3"

1'-4"

1'-9"

2"

CORN CORNELL C ITH ITHACA, 1'-0" 6"1'-4" 1'-0"

1'-9"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4" DIA. PERFORATED PIPE

2'-5"

8" 2'-5"

8"

8"

8"

8"

2'-5"

2'-5"

8"

2'-5"

4" DIA. PERFORATED PIPE

PLANTER AND PLANTER RETAINING PLANTER AND RETAINING WALL AND RETAINING WALL WALL

1 1 1 PLANTER AND RETAINING WALL NTER AND RETAINING WALL 1

.

.

TOP OF STAIR E

1/2"=1'

4

EQ. E

E

GRANITE SEAT-BACK GRANITEGRANITE SEAT-BACK AND CHROMA SEAT-BACK ANDBENCH CHROMA AND CHROMA BENCH BENCH

2 SEAT-BACK 2 GRANITE AND CHROMA GRANITE BENCH SEAT-BACK AND1-1/2"=1' CHROMA 1-1/2"=1' BENCH 1-1/2"=1' 2 1-1/2"=1'

1/4" WASH ON1/4" TREAD WASH ON TREAD 1/4" WASH ON TREAD

4

1/2"=1'

1'-0"

5 1/2" 1/2"

1'-0"

1'-0"

1'-0"

5"

5 1/2"

5" 1" MAX

5"

REBAR

1" MAX

WALL RETAINING WALL RETAINING WALL 18" O.C. MAX. 18" O.C. RETAINING MAX. CONCRETE GRADE BEAM #4 EPOXY-COATED SMOOTH #4 EPOXY-COATED SMOOTH WALL RETAINING WALL RETAINING WALL HANGING FROMRETAINING PLANTER WALLS

4

DOWELS AT 16" O.C. GREASED AND CAST INTO RETAINING WALL RETAINING WALL PLAN

8

L-702 AND BACKER RODAND BACKER ROD AND BACKER ROD

8 L-702

8 L-702

CONCRETE GRADECONCRETE GRADE CONCRETE GRADE BEAM BEAM BEAM

8 EXPANSION JOINT W/ SEALANT L-702

8 L-702

R1/2"

5 1/2" 5 3/4"

5" 1" MAX 5 1/2"

1'-0" 1" MAX 5 3/4" 5 1/2"1'-0" 5"

5 1/2"

1/2"=1'

5 3/4"

S.S. DOWEL 1'-0" 3/8"S.S. DIA.DOWEL 3/8" S.S.DIA. DOWEL 3/8" DIA. R1/2" 5 3/4"MIN. 1/2" 4" LONG 4" LONG MIN.4" LONG MIN. 1'-0" 1'-0"PIECE, (2) PER TREAD (2) PER TREAD(2) PIECE, PER TREAD PIECE, DIA.GROUT S.S. D CORES.S. ANDDOWEL GROUTCORE / 3/8" EPOXY. AND CORE/ AND EPOXY. GROUT / EPOXY.

5 1/2"

5 3/4" 4" LONG MIN. 5 3/4" 5 3/4" (2) PER TREAD PIECE, 1'-0" CORE AND GROUT / EPOXY. 1" MAX 5 1/2" JOINT SEALANT JOINT SEALANT JOINT SEALANT 5 3/4"

4" LO (2) PE CORE

5 1/2" 5 3/4"

BACKER ROD MORTAR BED

1'-2"

1/2"=1'

THREE-TREAD GRADE-BEAM STAIR: THREE-TREAD PLAN GRADE-BEAM STAIR: PLAN EXPANSION JOINTEXPANSION W/ SEALANT EXPANSION W/ SEALANT JOINT W/ SEALANT 4JOINT 1/2"=1' EXPANSION JOINTEXPANSION JOINT EXPANSION JOINT 1/2"=1' EXPANSION JOINT W/ SEALANT

1'-0"FACES GRANITE TREAD, GRANITE TREAD, ALL EXPOSED FACES 1'-2"ALL EXPOSED 1'-2" 1'-2" SHALL BE THERMAL FINISHED, INCLUDING ENDS. SHALL BE THERMAL FINISHED, INCLUDING END 1'-0" 1'-0"R1/2" 1'-0" R1/2" R1/2" 1/2" 1/2" 1/2" 1'-2" 1'-2"

5 1/2"

2'-6"

1'-6"

6"

6" 2'-6"

1'-6"

REBAR 1'-2 1/2" REBAR 3'-0"

DOWELS AT 16" O.C. GREASED AND CAST NO. INTO 4 REBAR, RETAINING 18" WALL O.C. MAX. RETAINING WALL THREE-TREAD THREE-TREAD GRADE-BEAM THREE-TREAD GRADE-BEAM STAIR: GRADE-BEAM PLAN STAIR: PLAN STAIR:

4

1'-0" 1'-0" SHALL BE THERMAL FINISHED, INCLUDING ENDS.INCLUDING SHALL BE THERMAL SHALLFINISHED, BE THERMAL FINISHED, ENDS. INCLUDING ENDS.

GRANITE ALL EXPOSED FACES GRANITE TREAD, GRANITE ALL EXPOSED TREAD, ALL FACES FACES 1/4" WASH TREAD, ON TREAD 1/4"EXPOSED WASH ON TREAD

1'-0"

2'-6"

1'-0"

1'-0"

6" 2'-6"

1'-6"

6"

6"

6"

8" 4"

8" 4"

6"

2'-6"

1'-0"

REBAR 3'-0"

1'-0"

1'-2"

BACKER ROD BACKER ROD MORTAR BED MORTAR BED

5 3/4"

1'-2"SEALANT JOINT BACKER ROD MORTAR BED

JOIN BACK MOR

5

THREE-STEP THREE-STEP GRANITE THREE-STEP TREAD GRANITE ENLARGEMENT GRANITE TREAD ENLARGEMENT TREAD ENLARGEMENT 1'-2" 1'-2" 5 5 1 1/2"=1' 1 1/2"=1'

5

THREE-STEP GRANITE TREAD THREE-STEP ENLARGEMENT GRANITE TREAD ENLARGEMEN 5 1/2"=1' 1 1/2"=1' 1/4" WASH ON TREAD 1/4" WASH ON1/4" TREAD WASH ON TREAD

1/2"=1'

1'-0"

RIES

TOP OF STAIR

2

VARIES

R19'-9"

EQ.

.

15'-1" EQ.

1'-2 1/2"

NO. 4 REBAR, 18" O.C. MAX.

E-TREAD GRADE-BEAM STAIR: THREE-TREAD PLAN GRADE-BEAM STAIR: PLAN 3 TOP OF STAIR TOP OF STAIRTOP OF STAIR 1/2"=1' 15'-1" EQ. EQ.

1'-0"

VARIES

R22'-9" R21'-9" R22'-9" R20'-9" R21'-9" R19'-9" R20'-9"

R22'-9" R21'-9" R20'-9" R19'-9"

R22'-9" R21'-9" R20'-9" R19'-9"

R22'-9" R21'-9" R20'-9" R19'-9"

18" O.C. MAX. CONCRETE GRADE BEAM HANGING FROM PLANTER WALLS

1/2"=1'

15'-1" EQ.

1'-2 1/2"

REBAR #4 EPOXY-COATED SMOOTH DOWEL #4 EPOXY-COATED SMOOTH DOWEL CONCRETE GRADE CONCRETE BEAM GRADE CONCRETE BEAM BEAM #4GRADE EPOXY-COATED #4 EPOXY-COATED SMOOTH #4SMOOTH EPOXY-COATED SMOOTH EQ. AT 16" O.C. GREASED AND HANGING CAST INTO AT WALLS 16" O.C. GREASED AND CAST INTO AT 16" O.C. 3'-0" 3'-0" AT 16" O.C. FROM PLANTER HANGING FROM HANGING PLANTER FROM WALLS PLANTER WALLS DOWELS DOWELS DOWELS AT 16" O.C. SIDEWALK SIDEWALK AND CAST INTO ANDGREASED AND CAST INTO GREASED CAST INTO NO. 4 REBAR, GREASED NO. 4 REBAR, NO. 4 REBAR,

ALL EXPOSED FACES TO BE THERMAL FINISHED

3

1'-0"

CONCRETE GRADE BEAM

1'-6"

.

CONCRETE RETAINING WALL THREE-TREAD CONCRETE RETAINING WALL GRANITE COPING OVERHANG GRANITE COPING OVERHANG THREE-TREAD GRADE-BEAM THREE-TREAD GRADE-BEAM STAIR: GRADE-BEAM PLAN STAIR: PLAN STAIR: PLAN

3

6"

1'-2 1/2" #4 EPOXY-COATED DOWEL #4 EPOXY-COATED SMOOTH DOWEL #4SMOOTH EPOXY-COATED SMOOTH DOWEL AT 16" O.C. GREASED AND CAST AT INTO 16" O.C. AND CAST INTO AT 16" O.C. GREASED ANDGREASED CAST INTO 3'-0" SIDEWALK SIDEWALK SIDEWALK

EQ.EQ

CONCRETE RETAINING CONCRETE WALLGRANITE RETAINING WALL CONCRETE RETAINING GRANITE COPINGWALL GRANITE OVERHANG COPING GRANITE OVERHANG COPING OVERHANG TREAD, GRANITE TREAD,

3

1'-2 1/2"

L-702

VARIES

EQ.

GRANITE TREAD, GRANITE TREAD, GRANITE TREAD, ALL EXPOSED FACES ALL EXPOSED ALL FACES EXPOSED FACES BOTTOM OF STAIR TO BE THERMAL FINISHED TO BE THERMAL TOFINISHED BE THERMAL FINISHED

ALL EXPOSED FACES TO BE THERMAL FINISHED

1'-0"

1'-0"

EQ. BOTTOM OF STAIRBOTTOM EQ. EQ. OF STAIR BOTTOM OF STAIR EQ. 14'-1" EQ.

BOTTOM OF STAIR

2

1"=1'

1"=1'

RIES

14'-1" EQ.

8" 4"

EQ.

EQ.

1'-6"

EQ.

AND BACKER ROD CONCRETE GRADE BEAM

6"

14'-0" EQ. EQ.

EQ.

L-702

6"

EQ.14'-1"

.

14'-1"

EQ.

EQ.

6"

EQ.

EQ.

EEQQ. 14'-1"

EQ.

EQ.

Q.

EQ.

EQ.

EQ.

8" 4"

EQ.

.

14'-0" EQ EQ. EQ.

14'-0" EQ. EQ.

EQ.

6"

1'-0" TYP. EQ.

E

14'-0" Q. EQ.

14'-0" EQ.

15'-1"

8" 4"

EQ.

EQ.

EXPANSION JOINT W/ SEALANT AND BACKER ROD 8" 4"

EQ.

1"=1'

EXPANSION JOINTEXPANSION W/ SEALANT JOINT EXPANSION W/ SEALANT JOINT W/ 5SEALANT 5 EXPANSION 5JOINTEXPANSION EXPANSION JOINT JOINT AND BACKER RODAND BACKER ROD AND BACKER ROD L-702 L-702 L-702 CONCRETE GRADECONCRETE GRADE CONCRETE GRADE EXPANSION JOINT W/ SEALANT 5 EXPANSION JOINT BEAM EXPANSION JOINT BEAM 5 BEAM

EQ.

8" 4"

EQ.

EQ

EQ.

8" 4"

15'-1" .

TOP15'-1" OF STAIR 1'-0" TYP.

EQ.

15'-1" EQ. EQ.

1'-0" TYP.

EQ.

TOP OF STAIRTOP OF STAIR

15'-1" EQ.

EQ.

1'-0" 1'-0" TYP. TYP.

TOP OF STAIR

TOP OF STAIR

1"=1'

1"=1'

6"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

8"

NO. 2 DRAINAGE STONE NO. 2 DRAINAGE NO.STONE 2 DRAINAGE STONE NO. 2 DRAINAGE STONE NO. 2 DRAINAGE STONE SOIL FILTER SOIL FILTER #4 REBAR, 12" O.C. #4 REBAR, 12"#4 O.C. REBAR, 12" O.C. FILTER FABRIC SOILFABRIC #4 REBAR, 12" O.C. #4 REBAR, 12" O.C. FABRIC 4000 PSI P.I.P. CONCRETE 4000 PSI RETAINING P.I.P.4000 CONCRETE PSI WALL P.I.P. RETAINING CONCRETE WALL RETAINING WALL UNCOMPACTED SUB-BASE, UNCOMPACTED UNCOMPACTED SUB-BASE, SUB-BASE, PSI P.I.P. CONCRETE 4000 PSI P.I.P. CONCRETE RETAINING WALL 2"4000 8" x 4" KEY 2" x 4" KEY RETAINING 2" x 4" KEY WALL UNCOMPACTED SUB-BASE, UNCOMPACTED SUB-BASE, 2" x 4" KEY SUBSURFACE SCULPTED SUBSURFACE SCULPTED SUBSURFACE SCULPTED 8" 2" x 4" KEY FROST FOOTING, FROST FOOTING, FROST FOOTING, SUBSURFACE SCULPTED AT 2% TO DRAIN AT 2% SUBSURFACE SCULPTED TO DRAIN AT 2% TO DRAIN FOOTING, FROST4000 FOOTING, PSI P.I.P. CONCRETE 4000 PSI P.I.P.4000 CONCRETE PSI P.I.P.FROST CONCRETE AT 2% TO4" DRAIN AT 4000 2% TO DIA. PERFORATED 4" DIA. PIPEPERFORATED 4" DIA. PIPE PERFORATED PIPE 4000 PSI P.I.P. CONCRETE PSIDRAIN P.I.P. CONCRETE SOIL FILTER FABRIC

SOIL FILTER FABRIC

EQ.

8"

FOUR(4) (4) 2" 2" PINS PINS FOUR (4) 2" PINS FOUR (4) 2" PINS FOUR (4) 2" PINS FOUR PERBENCH BENCH SLAB SLAB PER BENCH SLAB PER BENCH SLAB PER BENCH SLAB PER COREAND AND EPOXY EPOXYCORE AND EPOXY CORE AND EPOXY CORE AND EPOXY CORE

1 1/2"=1'

1'-0" 1'-0" GRANITE GRANITE TREAD, ALL EXPOSED TREAD, GRANITE FACES ALL EXPOSED TREAD, ALL FACES EXPOSED FACES SHALL BE THERMAL SHALL FINISHED, BE THERMAL INCLUDING SHALLFINISHED, BE THERMAL ENDS.INCLUDING FINISHED, ENDS. INCLUDING ENDS.

MUJ MUJAHID

POWELL