Landscape Architecture Portfolio 2018 - Christian Keller

Page 1

CHRISTIAN KELLER

MLA I PORTFOLIO 2018


CHRISTIAN KELLER

852 Cypress Ave, Apt. 2B Ridgewood, NY 11385 T 347-563-1698 ckeller101@yahoo.com

WORK EXPERIENCE Consultant, New York NY / Aug. 2012 – Present Designer, Creative Director Peter Thomas Roth Jewelry, Peter Thomas Roth Skincare, Kiehl’s, The Children’s Place, L’Oreal, Lloyd & Co. Designed brand website, email creatives, and printed promotional materials. Designed skincare and fragrance packaging, in-store displays, and gift cards. Estée Lauder, New York NY / Sept. 2007 – July 2012 Design Director Development of fragrance and cosmetic packaging and accessories for Ermenegildo Zegna, Aramis, Kiton, Lab Series Skincare for Men. Responsible for design, conceptualization, and overseeing production of primary and secondary packaging, collateral, seasonal gift sets, coffrets, gwp bags. Oversaw photo retouching and preparation of mechanicals for print production. Directed packaging department, vendors, and engineers on production of final art. Attended domestic and international press runs. Maintained strong relationships and communication with marketing teams, product development, and merchandising to achieve cohesive branding. Senior Designer / Aug. 2005 – Aug. 2007 Created packaging for new launch fragrances for Missoni, Michael Kors, Kiton, A ramis, and Donna Karan.

Bath & Body Works, New York NY / Nov. 04 – May 2005 Freelance Package Designer

Developed a new line of packaging for the American Girl brand. Securities Industry Assoc., New York NY / Sept. 2000 – July 2005 Graphic Designer Developed collateral materials, annual reports, direct mail, print ads, exhibit displays, web banner ads, invitations, logos, and web page design from concept to completion. Worked closely with marketing teams, and printers.

ACTIVITIES PLOT Student Journal / Feb. 2016, CCNY, New York, NY Student Editor Park(ing) Day Street Intervention / Sept.2014, New York, NY Educational installation for middle school students aimed at illuminating invisible runoff and water consumption.

EDUCATION The City College of New York, New York NY 2018 Master of Landscape Architecture Parsons School of Design, New York NY 1996 Bachelor of Fine Arts, Fine Art / Communication Design

TECHNICAL SKILLS Adobe Suite (Photoshop, Illustrator, Indesign, AfterEffects), Autocad, Rhino, 3DS Max, ArcGIS Pro


TABLE OF CONTENTS 1-7

01

REDHOOK HOUSES Relinking a NYCHA housing development with its surrounding neighborhood while taking advantage of topographic conditions to minimize flooding.

02

PLANTING DESIGN A brownstone residence design based on planting archetypes matching solar analysis and elevation.

03

WATER SCARCITY: A UNIQUE OPPORTUNITY Water reuse and recharge in L.A. using a decentralized patchwork strategy of stormwater aggregation.

11-18

04

BALLONA WATERSHED GEOLOGY & ECOLOGICAL DYNAMICS After Effects was used to illustrate geologic and ecological change of Ballona Watershed (within the L.A. Basin) during key historical periods of change.

19-20

05

L.A. RIVER ABANDONED A drawing exercise using R hino as a drawing foundation.

21-24

06

GEOSPATIAL ANALYSIS: REMOTE SENSING CHANGE Using ArcGIS Pro and Landstat imagery to reveal change in a Rio Grande River flood event, Georgia Honey Prairie fires , and Greenland ice breakup in the Petermann Glacier.

25-27

07

OTHER WORK Site analysis construction drawings, Package design.

27-38

8-10


REDHOOK HOUSES

Red Hook 100 year flood, 500 year flood

Sandy Surge Inundation

STUDIO IV

2nd Year, MLA 2016 Advisors: Barbara Wilks, Maria Counts

Conditions in Red Hook Houses, Redhook, Brooklyn were analyzed to develop an improved plan. The design addresses the fragmented housing development by linking outside parks with a wooded center walkway, using topographic conditions to determine wooded areas and stormwater retention swales.

N

Source: FEMA

0

600’ 1200’

100 year flood, 500 year flood – Red Hook Houses

2400’

N

Source: FEMA

Sandy Surge Inundation – Red Hook Houses

0

600’ 1200’

N

N

Source: FEMA

0

Map Legend 100 Year Flood

1

500 Year Flood

300’

Red Hook Boundary

600’

1200’

2400’

Source: FEMA

0

Map Legend Surge Area

Red Hook Boundary

300’

600’

1200’


F-G

F-G F-G

F-G

F-G

F-G

F-G

F-G

F-G

F-G

F-G

F-G

N

N

N

Fragmented neighborhood Existing internally oriented entrances

0

200’ 400’

Path as link

800’

Map Legend

Public Open Space

Subway Walking Route

12

10 12

10

Subway Entrance

3840

30

34 36

38

10

8

Subway Walking Route

22

14

12

8

28 30 32 30

86

6

10

Public Open Space

400’

Site Zoom Area

28

6

18 6 24 1 628 202 22

14

8 8

Commercial Use Buildings

Subway Entrance

20

Commercial Use Buildings

0 100’ 200’

Map Legend

30

26

32

32

20

18

6

4

8

8

24

32 28

26

8

20

12

22

22

14

8

12

14

10

16

8

10

16

6

10

8

10

10

8

6

8

10

12

6

6

6

8

8

8

Low lying areas with potential to capture and slow down rain water flooding

N

6

10

10

10

12

8

10 12

10

6

8

14 1 6 12 16

14

12

10

8

20

68

10

6

8

10

6

343

24

6

12

8

8

26

1 24

10

2426

10

10

0 100’ 200’

Lowest elevations identified as potential for rainwater capture at various scales in order to ease flooding and prevent combined sewage overflow in non-emergency storm events.

400’

2


SITE DETAIL – CENTRAL STORMWATER RETENTION SWALE

SE

CT

IO

N

A

A busy street and under-utilized paved plaza were replaced with a stormwater retention swale and an open lawn. The central path connects north and south and intersecting minor paths. Areas adjacent to walkways take on the character of a flowing woodland path.

SE

IO CT

NB

N

3

0

20’

40’

ft 80’


4’

8’ 12’ Ped Walkway Seating

10’ 10’ Pedestrian Walkway Buffer Seating

8’

4’ 12’ Ped Walkway Seating

4.5’

4.5’ 9’ Bike Path 0

5

10

20

40

ft

SECTION A: EAST ENTRANCE

4


16’

20’ Pedestrian Walkway Central Rain Garden

SECTION B: CENTRAL PATH AND RAIN GARDEN

5

4’ Seating

4.5’

4.5’

Bike Path

2’

13’ 4’ 29’ Buffer Pedestrian Walkway Seating


13.5’ Minor Pedestrian Walkway (10’ Wide Straight Across)

12’ Seating

30’

18’ Entrance 0

5

10

20

40

ft

6


CENTRAL RAIN GARDEN PERSPECTIVE

7

GRADING PLAN MODEL


PLANTING DESIGN PLANTING DESIGN

Urban Shadows, May to October

MLA 2016 Advisor: Andrew Levalle

BROWNSTONE RESIDENCE WEST 18TH STREET, NEW YORK, NY

Using solar analysis and elevation, the garden is divided in sections based on planting archetypes that match those conditions. The two main archetypes on the site are the prairie meadow and woodland edge. The back garden takes inspiration from prairie meadows and grasses. The design is meant to take advantage of the higher, sloped areas to grow plants adapted to dry conditions while the lower, more moist areas are dominated by ferns and sedges and grey birch, selected for its resistance to the birch borer. SPRING HIGHLIGHTS: Wild daffodils, phlox divaricata

bloom, Cornus sericea and Betula populifolia, carex eburnea.

N NOT TO SCALE

Solar Analysis Hours of Direct Sunlight During Growing Season – May to October 9 hrs 7 hrs 6 hrs 5 hrs 3-5 hrs

SUMMER HIGHLIGHTS: Echinacea tennesseensis,

Asclepias tuberosa, Amorpha canescens, Liatris spicata.

FALL HIGHLIGHTS: Betula populifolia, Parthenocissus

quinquefolia.

WINTER HIGHLIGHTS: Betula populifolia, Cornus

sericea.

Elevation and Sun Conditions Inform Design Highest point of slope/dry condition Prairie meadow archetype Lowest point on site/moist condition Woodland edge archetype Full Sun to Part Shade Trees create part shade conditions Woodland edge archetype

8


Betula nigra

PERSPECTIVE – FRONT OF HOUSE

Quercus robur, Sesleria autumnalis, Tiarella cordifolia.

Parthenocissus quinquefolia

Amelanchier laevis Carex pensylvanica, Tiarella cordifolia, Dryopteris marginalis

The transitional area blends the gap between “meadow” and “woodland” planted areas.

PERSPECTIVE – SIDE OF HOUSE

9

Transition from drier sun exposed area to shaded woodland edge.


SPRING – BACK OF HOUSE

SUMMER – BACK OF HOUSE

FALL – BACK OF HOUSE

WINTER – BACK OF HOUSE

10


WATER SCARCITY: A UNIQUE OPPORTUNITY Water reuse and recharge in L.A. using a decentralized patchwork strategy of stormwater aggregation. STUDIO VI

3rd Year, MLA Thesis, 2018 Advisors: Matthew Seibert, Catherine Seavitt

As the city of Los Angeles faces predicted increasing temperatures, impending prolonged drought, and a growing population there is a high demand for water and the need to maximize the efficiency of L.A.’s hydraulic infrastructure. “Water Scarcity: A Unique Opportunity” proposes a decentralized patchwork stormwater management strategy based on surface and subsurface conditions where water will be collected for reuse, directed to one of the city’s aquifer recharge locations, or allowed to infiltrate groundwater onset.

Water Infrastructure Concrete Channel Unlined Concrete Channel Lined Debris Basins Water Reclamation Plant Spreading Grounds Lake Perennial Lake Intermittent Reservoir Water Storage Swamp/Marsh Major Dam Structure

N

11

Scale: 1=20,000

0

2

4

6

10

14

Miles


Study Site

Study Site

N

Scale: 1=20,000 0

2

4

6

Permeable Soils 1 10

14

Miles

Permeable Soils 2

N

Scale: 1=20,000 0

2

4

6

10

Spreading Grounds

L.A. Groundwater Basins

Permeable Soils

The Central Basin covers 227 square miles in southeastern Los Angeles County. More than 60 years ago, groundwater overdraft and declining water levels in the Basin threatened the area’s groundwater supply and caused the intrusion of sea water into the southern part of the Basin. Groundwater extraction is now limited.

The site location was chosen for its coarse alluvial soil permitting aquifer recharge to the Central Basin unconfined aquifer.

12

14

Miles


Study Site

Study Site

N Flow Direction

Scale: 1=15,000 0 .15 .3 .45 .6

32

64

128

Miles

Parks/Open Space

16 8

1 4

N

Scale: 1=15,000 0 .15 .3 .45 .6

2

Direction Coding

Hydraulic Flow Based on LADWP GIS Data: Pico Rivera Site

Hydraulic Flow Direction: Pico Rivera Site

Direction of water flow between sub watersheds (or watershed sub basins)

Topographic digital elevation model used to determine hydrology flow and flow accumulation. Although this study does not factor in urban drainage systems, it can be used to gather a general idea of hydraulic flow.

13

Miles


Site Intervention Master Plan A combination of stormwater intervention methods is proposed. Green street swales would capture and/or direct stormwater for infiltration of groundwater. Commercial parking lots would be replaced with pervious surfaces according to replacement needs and total area. Blue and greenroofs would capture stormwater to be stored at ground level for non-potable reuse.

Green Streets Parking Lots Phase 1 Parking Lots Phase 2 Parking Lots Phase 3 Blue/Green Roofs

N

Scale: 1=200’ 0

200

400

600

Feet 800

14


Home Depot Green Roof Big box stores like Home Depot are targeted to install green roofs with drainage capture cisterns to reuse water for landscaping or other non-potable uses. Roofs become open spaces to the neighborhood and are a new source of habitat for wildflowers and pollinators.

15


Seasonal flora and fauna can be experienced at a micro level.

Public Green Roof Access

16


Topographic Laser Cut Model 30.5�x16.5� Scale: 1=20,000

Topography and Hydrology Pico Rivera ranges in elevation from about 600 feet to 180 feet.

Spreading Ground Recreation Area Originally constructed in 1938, the Rio Hondo spreading grounds are 570 square acres in size and serve as one of the principle locations for aquifer recharge in Los Angeles. The grounds offer a unique opportunity to increase public open space. Areas restricted to maintenance roads are extended to incorporate bike paths, walking paths, and shaded rest areas. Native flora and fauna are incorporated into the landscape.

17

The site location was chosen for its coarse alluvial soil permitting aquifer recharge to the unconfined Central Basin aquifer. The project proposes that additional stormwater runoff could be directed to existing spreading grounds or allowed to infiltrate groundwater on site through the strategic interventions of green street projects.


Dry Creek Rock Bed

On-site Infiltration

Infiltration + moving water quickly to spreading ground location.

Street run-off Street run-off

Green Street Infiltration Stormwater is directed to street swales where it is filtered by vegetation and percolates to groundwater.

18


GEOLOGY & ECOLOGICAL DYNAMICS BALLONA WATERSHED ANIMATION SCREENSHOTS ADVANCED DIGITAL REPRESENTATION

3rd Year Master, 2017 Advisor: Matthew Seibert

19

EARLY PLEISTOCENE

END OF PLEISTOCENE

1850 – 1890 PRE-EUROPEAN OCCUPATION


After Effects was used to illustrate geologic and ecological change of Ballona Watershed (within the L.A. Basin) during key historical periods of change, beginning with the Early Pleistocene, the end of the Pleistocene period and ending with the years 1850-1890, dating the pre-European channeling of water bodies.

20


L.A. RIVER ABANDONED A drawing exercise using Rhino as a drawing foundation. ADVANCED DIGITAL REPRESENTATION

3rd Year MLA, 2017 Advisor: Matthew Seibert

Arroyo Calabasas

Bell Creek

90’

A future scenario of an abandoned Los Angeles leaves the river building sediment within its concrete channel, providing habitat for opportunistic flora and fauna.

Taking inspiration from the tale of Theodora from Calvino’s Invisible Cities where after a succession of disturbance and near extinction of the city’s flora and fauna, the area’s native biotic species begin to repopulate the city. Projecting into the future of Los Angeles we look at three points along the L.A. River where the city has been abandoned by all human inhabitants. The river slowly builds sediment and habitat for opportunistic vegetation and creatures of the animal kingdom.

21

Grizzly Bear

ARROYO CALABASAS MEETS BELL CREEK


Flow Sediment and Opportunistic Vegetation

SUNNYNOOK FOOTBRIDGE Fremont Cottonwood

Arroyo Willow

L.A. RIVER, SUNNYNOOK FOOTBRIDGE

Hollyleaf Cherry

California Loosestrife

Grey Wolf

Smilo Grass

22


LONG BEACH MOUTH OF L.A. RIVER

A once manicured lawn reverts back to native grasses and coastal sage scrub. Giant Wild Rye

Purple Needle Grass Mule Dear

California Sagebrush

LONG BEACH

Sediment transforms boat marina into estuary.

23

LONG BEACH AERIAL VIEW


GEOSPATIAL ANALYSIS: REMOTE SENSING CHANGE

False Color 7 5 3 used to demonstrate flooded areas as very dark blue or black.

GEOSPATIAL ANALYSIS

3rd Year, MLA 2018 Advisor: Michael Tantala

HURRICANE ALEX FLOOD IN MEXICO: RIO GRANDE RIVER FLOOD EVENT JUNE & JULY 2010 The Landsat 5 imagery reveals flood damage caused by Hurricane Alex that passed through northeastern Mexico on June 30, 2010. Although weakened to a tropical storm, Alex continued to dump 10-20 inches of rain on the already saturated ground of the Rio Grande basin in southern Texas and northeastern Mexico from July 1 to July 5, 2010. USGS reported “authorities on both sides of the border were evacuating people in low-lying areas as the rain-swollen Rio Grande rose to more than 30 feet above flood state at Laredo and forced closure of two bridges linking Mexico and the United States.”

Rio Grande River major flood area

June 27, 2010 • Sensor: Landsat 5 • Post Date: 2011-01-01 • Source: USGS Band Combination: False Color 7 5 3

July 13, 2010 • Sensor: Landsat 5 • Post Date: 2011-01-01 • Source: USGS Band Combination: False Color 7 5 3

Color Infrared 4 3 2 Vegetation appears as red. Flooded areas in this map appear light blue.

https://remotesensing.usgs.gov/gallery/gallery.php?cat=2#639

Rio Grande River major flood area

June 27, 2010 • Sensor: Landsat 5 • Post Date: 2011-01-01 • Source: USGS Band Combination: Color Infrared 4 3 2

July 13, 2010 • Sensor: Landsat 5 • Post Date: 2011-01-01 • Source: USGS Band Combination: Color Infrared 4 3 2

0

5

10

20

30

40

Miles

N

24


HONEY PRAIRIE FIRES GEORGIA APRIL 30 – JULY 3, 2011 On April 30, 2011, lightning caused wildfires near the Okefenokee National Wildlife refuge in the Honey Prairie region of Georgia. Over 290,000 acres burned fueled by dry conditions.

Landsat satellite data illustrate the area of fire, rate at which the fires are growing, and the recovery of grasslands after the fires. https://remotesensing.usgs.gov/gallery/gallery.php?cat=2#222

False Color 7 4 2 used to display fires in this image, appearing red. This combination is used in the fire management applications for post-fire analysis of burned and non burned forested areas.

Active fire

Fire/Recovering vegetation after burn

Recovering vegetation after burn

Just before lightning strike provokes fires.

April 30, 2011 • Sensor: Landsat 5 • Post Date: 2011-07-26 • Source: USGS • Band Combination: False Color 7 4 2

June 1, 2011 • Sensor: Landsat 5 • Post Date: 2011-07-26 • Source: USGS • Band Combination: False Color 7 4 2

July 3, 2011 • Sensor: Landsat 5 • Post Date: 2011-07-26 • Source: USGS • Band Combination: False Color 7 4 2

0 5 10

25

20

30

40 Miles

N


PETERMANN GLACIER BREAK JUNE 26, 2010, AUGUST 13, 2010 The Landsat 7 imagery reveals the largest piece of ice to break away in the Arctic since 1962. The image from June 26th shows the ice in Greenland still in one large unit. By August 13th of the same year the ice is broken into many smaller units with more open water. Warmer water temperatures below the ice and warmer sea surface temperatures are believed to be the cause of the breakup. Landsat data can be used to predict future events and monitor ice drifts as they drift into shipping lanes.

False Color 7 5 3 Used as snow and ice appear as dark blue, water is black.

Ice breakup

https://remotesensing.usgs.gov/gallery/gallery.php?cat=8#630

June 26, 2010 • Sensor: Landsat 7 • Post Date: 2011-01-01 • Country: Greenland • Source: USGS • Band Combination: False Color 7 5 3

August 13, 2010 • Sensor: Landsat 7 • Post Date: 2011-01-01 • Country: Greenland • Source: USGS • Band Combination: False Color 7 5 3 0

5

10

20

30

40

N Miles

26


CONSTRUCTION DRAWINGS

cL 5"

5"

MLA 2015-16 Advisor: Leonard Hopper

cL

5'-0" 5"

SITE TECHNOLOGY

5"

5"

5"

5"

5"

5"

EX. /NEW CURB SEE

s s

5"

7"

4"

DETAIL

1/2" x 1-3/4" BAR. - TOP & BOTTOM.

FREESTANDING STONE VENEER WALL AND WITH COPING AND STEEL BAR FENCE

S.B.F. IN WALL

CONCRETE COPING (3" x 14" x 3' LONG) COLOR- LIMESTONE WITH (3) 3/8" DOWELS, 5" LONG-3" INTO WALL, SPACED EVENLY BY- LONDINO STONE (718) 324-1439 OR APPROVED EQUAL

ANGLE AND BOLT

GROUTING

14" 6.5"

1" CHAMFER ALL SIDES 1/2" OVERHANG WITH 'DRIP EDGE', BOTH SIDES

BRICK TO MATCH EXISTING BACK WALL

+ 29.75’

+ 27.94’

1'-6"

FINISHED GRADE

3" CORED HOLE.

3"

29.75’ +

#4 BARS VERTICAL, CONTINUOUS 24" O.C., 3" CLEAR TYP. (BELOW GRADE)

FINISHED GRADE.

29.75’ + + 29.75’ 29.68’ 29.68’ + + + 28.68’

3/4" DOWELS, 2' LONG ONE END SLEEVED W/ PVC, AT EXP. JTS. TYP.

6.5"

+ 27.23’

20’

CHRISTIAN KELLER Site Technology

25.5 + 26

26.88’ 27+

29.28+ + 29.28

+ 29.75’

29.39’ +

1.75% Slope

TC 28.5’ BC 28.0’ 28’

+ +

28

28.1’

1% Slope

29.75’ +

4"

STONE WALL MATCH EXISTING CEMETERY STONE PATTERN/SIZE/COLOR

3' - 6"

1’-6”

8"

TYP.

SEE GROUTING DETAIL TOP OF CONCRETE COPING

3 1/2" 3"

3"

4" SHELF FOR BRICK

+ 29.19

+ 29.75’

#4 BARS VERTICAL, CONTINUOUS 18" O.C., 2" CLEAR TYP. (ABOVE GRADE)

FIN. GRADE -MATERIALS VARY, SEE PLANS.

1-3/4" SQUARE POST

25.5 + + 27.03’

TC 27.5’ BC 27.0’

29

29.75’ 29.13’ + + + + 29.13’ 29.75’29.75’ + 1% Slope + 29.75’ 28.68’+ + + 29.68’ 28.54’

29.14’ +

28.79’ +

28.43’ + +

28.08’ +

GRADING PLAN CLIENT: DR. BURGER

.5% Slope

s

BELOW GRADE

6'-3"

to finished grade

6'-0"

to finished grade

s

+ BC 27.0’ 27.59’

28.5 +

1% Slope

MASONRY WALL TIES, SEE SPEC.

CL

+ 27.71’

TC 27.5’

28.5 +

4000 PSI CONCRETE

3/4" SQUARE BARS FULLY WELDED TO TOPS OF RAILS. - SET DIAGONALLY.

20’ + + 27.39’

+ 29.75’

6’

5"

50’

5"

60’

5"

2% Slope

5"

1% Slope

5"

1% Slope

5"

1"

5"

50’

cL

5'-0" 5"

1% Slope

cL

19.5’

PLAN

Date: 3-20-2015 Job No: 002

29

#4 BARS, HORIZONTAL, CONTINUOUS 18" O.C., 3" CLEAR TYP. (BELOW GRADE)

COMPACTED SUBGRADE

SCALE: 1” = 20’ 29.55’

13" TYP.

ELEVATION / SECTION

SECTION

+

+

29.5 +

29.55’

29.21’ +

CHRISTIAN KELLER Site Technology / FENCE

NOTES: FENCE LENGTH APPROX. 65’ RAILS AND POSTS PAINTED MATTE BLACK

FREESTANDING STONE VENEER WALL AND WITH COPING AND STEEL BAR FENCE

Date: 12-24-2014 Job No: 003

Scale 1”=40’

Materials

Runoff

Intensity

Area

Total

Roof

0.95

2”/hr

0.0277

0.052

Trees

0.20 0.35

2”/hr 2”/hr 2”/hr

0.078 0.223 2.323

N Scale 1”=40’ 28.25 28.50 + +

28.50 +

0.140

28.50 + +

0.0892

28.50 +

28.50 + G. FFE 29 + 28.50 +

CABIN FFE + 28.50 29.50

1.6261

30

Materials

Runoff

Intensity

Area

Total

Roof

0.95

2”/hr

0.0277

0.052

Asphalt

0.90

2”/hr

0.078

0.140

Trees

0.20

2”/hr

0.223

0.0892

Turf

0.35

2”/hr

2.323

1.6261

’0”E 2°0 N 6 01.6’ 1

4’ 32.4

30 ’

Total Runoff Cubic Feet per Second

Date: 12-24-2014 Job No: 003

32.4

N 0° 0’0” 50’

CLIENT: DEREK JETER

Cut

Fill

32

0

1204

31

0

744

30

1976

29

4401

0

28

6100

2707

27

3360

1269

26

2284

744

25

0

3621

24

0

1801

23

0

2016

22

0

977

21

0

0

20

0

0

18121

15083

Total ft

1.9073

CHRISTIAN KELLER Site Technology / QUANTITY OF RUNOFF

Contour

2

4’

N 0° 0’0” 50’

A

R=

I=62° R=30’

12

50.24’

30

R=

”E °0’0 N 62 1.6’ 10

B

50.24’

I=96°

1.9073

Fill Square Feet Area

Q= Coefficient of Runoff x Intensity x Area

R=

Total Runoff Cubic Feet per Second

28.50 + G. FFE 29 + 28.50 +

CABIN FFE + 28.50 29.50 + 28.50

12

+ 28.50

CUT AND FILL PLAN Cut Square Feet Area

+

0” 4°0’ S3 50’

Turf

0.90

SHEET 2 OF 11

’0” 4°0 S3 50’

Asphalt

Scale 1”=20’

QUANTITY OF RUNOFF

N

Q= Coefficient of Runoff x Intensity x Area

2

N

CLIENT: Project Renewal

NO SCALE

Total ft

18121

15083

Total yd3

671.15

558.63

3

CHRISTIAN KELLER Site Technology / CUT-FILL PLAN

CLIENT: DEREK JETER Date: 12-24-2014 Job No: 003

27

0


CP SH

CHRISTIAN KELLER 1 4

CHRISTIAN KELLER

Site Technology

DECK STAIRS

Site Technology

SH CP

AL

CR TREES

5 6

PD

MATERIAL TRANSITION: WOOD TILE DECK/GREEN ROOF TRANSITION

MANHATTAN ROOFDECK

SYM HA BB

MS AST

ELEVATED WOOD DECK

2 5

ELEVATED WOOD DECK

7 7

DRAINAGE

6 7

TILE/GREEN ROOF TRANSITION

4 6

ELEVATED TILE DECK

3 5

MATERIAL TRANSITION: WOOD TILE, PORCE STONE TILE

8 8

Magnolia × soulangeana

COMMON NAME Black Tulip magnolia

Cornus x ‘Rutban’

Aurora Dogwood

MF

Malus floribunda

Flowering crabapple

BOTANICAL NAME

COMMON NAME

SYM MS

Hydrangea Paniculata “Limelight” Panicle Hydrangea

IV

Ilex verticillata 'Jim Dandy'

Winterberry

GRASSES

MATERIALS

SYM

CB

CB

BOTANICAL NAME

COMMON NAME

CP

Carex pensylvanica

Sedge

CA

Calamagrostis x acutiflora

Feather Reed Grass

SH

Sporobolus heterolepis

Prairie Dropseed

CB

Calamagrostis brachytricha

Korean Feather Grass

BOTANICAL NAME

COMMON NAME

PLANTING PLAN

PERRENIALS SYM

SH

AT

SH

ST

HA ST

1 4

BOTANICAL NAME

CR

SHRUBS

CP

MF

1 4

MS

CLIENT: THEODORE MATILDA

GREEN ROOF

CP PD

MF SH

Date: 5-16-2015 Job No: 004

AT

EP

CA

CP

RS

HA

SCALE: 1” = 10’

RAILING

1

Amsonia tabernaemontana Sedum telephium Red Cauli

Blue Star Stonecrop

AST

Asclepias tuberosa

Butterflyweed

AL

Aster lateriflorus

Calico Aster

BB

Baptisia bracteata

Cream False Indigo

EP

Echinacea pallida

HA

Helenium autumnale

HV

Heuchera villosa Atrop.

Maple Leaved Alum Root

PD

Phlox divaricata

Wild Blue Phlox

Pale Purple Coneflower

RS

Rosa 'Sally Holmes'

Sally Holmes Rose

Sneezeweed

CLIENT: THEODORE MATILDA Date: 5-16-2015 Job No: 004 SCALE: 1” = 10’

2

CA

SHEET 1 OF 9

SHEET 2 OF 9

BVC: MVC: EVC: 27.90 27.63 28

FFE: 28.5 29 28

27.815 22.6 11.3 11.3

27

GRADING PLAN

26 +

25

28.25 28.50 + +

24 28.50 +

22.6 11.3

22

CABIN FFE + 28.50 29.50 + 28.50

11.3

12

’0” 4°0 S3 50’

23

28.50 + G. FFE 29 + 28.50 +

22.185

50.24’

21 20

Finished Floor Elevation: 29.50’ 284.18

60

80

100

120

140

160

180

200

220

EVC: 22.37

240

260

280

Finished Floor Elevation for Garage: 29.00’

300 ’0”E 2°0 N 6 01.6’ 1

MVC: BVC: 22.28 22

Slopes From Building Towards Swales Minimum 2% Slope Of Swales Along Centerline 2-5% Swales Centerline

4’

40

VERTICAL CURVE PROFILE SCALE HORIZONTAL: 1" = 20' VERTICAL SCALE: 1/2" = 1' Length of drive = 50’ + 32.44’’+101.6’+50.24‘+50’=284.28’

CHRISTIAN KELLER Site Technology / Vert. Curve

CLIENT: DEREK JETER Date: 12-24-2014 Job No: 003

32.4

20

N 0° 0’0” 50’

0

CHRISTIAN KELLER Site Technology / GRADING PLAN

CLIENT: DEREK JETER Date: 12-24-2014 Job No: 003

28


MICHAEL KORS “VERY PRETTY” LIMITED EDITION EAU DE TOILETTE Concept: Building off of the MK brand’s image of beauty and glamour, this limited edition bottle displays a cascade of sparkling crystals. Design Challenges: Worked with engineering and glass vendor to modify existing bottle tool to incorporate small cavities to hold glued crystals. Silver pull-off cap with frosted MK logo.

29


MICHAEL KORS EAU DE TOILETTE Concept: Create a new configuration using the strong geometry of the classic Eau de Parfum faceted bottle. Design Challenges: Worked with engineering and glass vendor to create new bottle mold with a grid interpretation of the EDP geometric facets. Silver pull-off cap with frosted MK logo.

30


MISSONI ACQUA EAU DE TOILETTE Concept: A lighter fragrance to accompany the original Missoni Eau de Parfum, Acqua reflects the freshness of the Mediterranean Sea. Design: New color was given to the original Missoni bottle, along with a cabochon cap and patterned double-sided base label. Folding carton: Satin finish on gold mylar with gold hotstamping.

31


MISSONI BRONZE FACE HIGHLIGHTER Design: Weighted gold compact with Missoni zigzag pattern bronzer. Fabric pouch. Folding carton: Satin gold mylar with gold hotstamping.

32


MISSONI EAU DE TOILETTE REFILLABLE SPRAY Concept: Colorful and playful. The folding carton and charm tassel bottle cap link to the brand’s iconic and unique fabric and pattern known only to Missoni. 33

Design Challenges: Worked with engineering and glass vendor to create new oval 50ml bottle. Charm cap includes custom M logo symbol and gold bead. Folding Carton: Satin custom gradient color and hotstamp over shiny gold mylar substrate.


ERMENEGILDO ZEGNA EAU DE TOILETTE Concept: Bottle design inspired by Italian architect Adalberto Libera’s Villa Malaparte, located on the Amalfi Coast in Capri. Design Challenges: Worked with engineering and glass vendor to create new bottle mold with tall, architectural profile and ribbed glass sides. Clear pull-off cap to match bottle color. Matte grey folding carton with ribbed pattern on front and back panels. Gloss black hotstamp embossed logo.

34


ERMENEGILDO ZEGNA ESSENZE COLLECTION, EAU DE TOILETTE Concept: Men’s 5 fragrance collection masculine cube with inset cartouche logo label. Metal cap and foot include architectural elements from the fashion house store design.

35

Design Challenges: Worked with engineering and glass vendor to create new collection bottle mold. Extra thick glass designed to fit gloss black metal foot and cap over glass shoulder. Cap: Weighted gloss black cap with magnet closure orientation.

Folding Carton: Printed fabric textured oversize folding carton with individual fragrance label.


LAB SERIES MAX-LS SKINCARE LINE Concept: Advanced technology men’s up-market skincare line. Design Challenges: Double walled main face cream product with tinted outer wall and inner silver liner.

36


PATCHOULI & FRESH ROSE

NASHI BLOSSOM & PINK GRAPEFRUIT

A luxurious fusion of Patchouli and Rose with underlying hints of bergamot and mandarin orange. The bright, woody notes of Patchouli deliver a unique depth and warmth to the blend while the fresh, petal-like notes of Rose is carefully extracted to complement the sensory experience with an aromatic expression close to the living rose flower.

A surprising fusion of the aromatic essences of Nashi Blossom and Pink Grapefruit, accented by ginger and rounded out with soothing notes of soy milk and white musk. Dewy, white flowers of the Nashi Pear was mixed with the Brazilian-born accords of Pink Grapefruit heightening the overall sensory experience with its rich sweet scent.

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

Eau de Toilette

KIEHL’S EAU DE TOILETTE FRAGRANCE COLLECTION Concept: Kiehl’s Fragrance Collection sleeves based on the tropical scenes of 19th century painter Henri Rousseau.

37

Eau de Toilette

ORANGE FLOWER & LYCHEE

VANILLA & CEDARWOOD

FIG LEAF & SAGE

A luxurious fusion of Patchouli and Rose with underlying hints of bergamot and mandarin orange. The bright, woody notes of Patchouli deliver a unique depth and warmth to the blend while the fresh, petal-like notes of Rose is carefully extracted to complement the sensory experience with an aromatic expression close to the living rose flower.

A luxurious fusion of Patchouli and Rose with underlying hints of bergamot and mandarin orange. The bright, woody notes of Patchouli deliver a unique depth and warmth to the blend while the fresh, petal-like notes of Rose is carefully extracted to complement the sensory experience with an aromatic expression close to the living rose flower.

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

3.4 fl. oz. - 100 ml

Eau de Toilette

A luxurious fusion of Patchouli and Rose with underlying hints of bergamot and mandarin orange. The bright, woody notes of Patchouli deliver a unique depth and warmth to the blend while the fresh, petal-like notes of Rose is carefully extracted to complement the sensory experience with an aromatic expression close to the living rose flower.

Eau de Toilette

Eau de Toilette


KIEHL’S GWP CANVAS BAG Concept: POP art inspired canvas toiletries bag featuring New York City.

38


CHRISTIAN KELLER

Master of Landscape Architecture I, 2018 The City College of New York, CUNY


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