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“sound design = sound landscapes” Joshua C. Farley landscape architecture

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Page 1: Portfolio

“sound design = sound landscapes”Joshua C. Farleylandscape architecture

Page 2: Portfolio

Design Philosophy

Design brings us together like the sound of music. If you play loud enough and long enough, someone will eventually listen.

John Lennon

“My role in society, or any artist’s or poet’s role, is to try and express what we all feel. Not to tell people how to feel. Not as a preacher, not as a leader, but as a reflection of us all.”

Page 3: Portfolio

wildwood estatesManhattan, Kansas

7

stout plazaDenver, Colorado

6

north bank / city ecologies

5

seaton greenroofManhattan, Kansas

4

neosho plaza3

manhattan mennonitecommunity (mmc)

2

hand graphics1

Page 4: Portfolio

handgraphics

Spring 2011

course: Advanced Design Graphicsmedia: Watercolor, Pen, Ink, Marker, & Graphite

Page 5: Portfolio
Page 6: Portfolio

mmcManhattanKansas MennoniteCommunity

design development for site and program elements

view from deck overlooking landscaped recreational area and community space

sketched by partner Derek Hoetmer

oak trees act as building mask and provide shade for structure and turf area

Spring 2011

course:

media:

Design NarrativeThe design concept and site plan was established

through an exploration of biblical verses and readings.

“The kingdom of heaven is like a mustard seed,

which a man took and planted in his field. Though it

is the smallest of all your seeds, yet when it grows,

it is the largest of garden plants and becomes a tree,

so that the birds of the air come and perch in its

branches.” (Matthew:31:31-32) Like the parable,

the design concept and surrounding landscape is

rooted in Manhattan, Kansas and will someday grow

into a community of worship and knowledge. The

pathways and design features act as the branches

of the mustard seed, extending out and creating a

welcoming area for all the people of the earth.

Oak Tree: “And Joshua wrote these words in the

book of the law of God, and took a great stone, and

set it up there under an oak, that was by the sanctuary

of the LORD.” (Joshua 24:26).

Oak trees were placed at the edges of the

property and around the building to symbolize

the establishment of a monument of worship and

congregation.

PlantingDesign StudioAutoCAD Civil 3D,Sketch-Up, Adobe Photoshop/Ilustrator

Page 7: Portfolio

site plan

sketched by partner Derek Hoetmer

vegetation shows relationship between interior sanctuary and outdoor baptismal area

outdoorrecreational area

outdoor ceremonial area

fenced outdoor play area

entrance plaza

farmer’s market

native grasses

baptismal area

community garden

Manhattan MennoniteSanctuary

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Joshua Farley

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Joshua Farleyemail: [email protected]: 573-694-0830

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Manhattan MennoniteChurch

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Manhattan KansasPonyntz Ave.

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Howard Han

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Joshua Farleyemail: [email protected]: 573-694-0830

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Joshua Farleyemail: [email protected]: 573-694-0830

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Farout Design Firm

Joshua Farleyemail: [email protected]: 573-694-0830

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covered patio for outdoor dining and social gatherings

church and community welcome sign

top view of welcome sign

fence detail providing security and privacy for recreational spaceConstructionDocuments

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Manhattan MennoniteCommunity

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L-002

Sections A & B

Joshua Farley

Project_1_MMC.dwg

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Chip Winslow

Farout Design Firm

Joshua Farleyemail: [email protected]: 573-694-0830

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EARTHWORKDIAGRAM

AVERAGE ENDAREA METHOD

L-2000’ 5’ 10’ 20’ 40’

HORIZONTAL SCALE1”=20’0”

December 9, 2010

2 Project_2_MMC.dwg

General Notes:

- Topsoil exists on the entire site at an average depth of six inches (6”).

- The entry drive, parking area, and service access are to be asphalt paving to a depth of four inches (4”) on an eight inch (8”) AB3 gravel sub base.

- Concrete walkways and pedestrian paving are to be placed at a depth of four inches (4”) on a two inch (2”) sand leveling base course and a compacted subgrade. Modular paving, such as concrete pavers on a sand base, which may be included in you plans must be designed to manufacturers’ speci-fications and noted in the earthwork estimate.

- Topsoil is be stripped and replaced at a minimum depth of six inches (6”) within all graded, turfed, and non paved areas of the site within the limits of grading. Note that topsoil may be placed at a depth greater than six inches (6”).

- Site location is in downtown Manhattan, Kansas on Poyntz Avenue between S. 9th and 8th streets.

PROPERTY LINE

ROAD CENTER LINE

LIMIT OF EARTHWORK

LIMIT OF CUT

LIMIT OF FILL

NO CUT/ NO FILL LINE

CUT AREA

FILL AREA

“K” AREA

FINISH FLOOR ELEVATION

TOP OF CURB

BOTTOM OF CURB

INVERT ELEVATION

HIGH POINT

LOW POINT

FFE

TC

BC

INV

HP

LP

CONTEXT MAP

LEGEND

FILL A

FILL B

FILL A

FILL C

CUT N

CUT M

CUT L

CUT J

CUT K

CUT I

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CUT E CUT F CUT G CUT H

K P

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Manhattan MennoniteCommunity

Manhattan KansasPonyntz Ave.

Joshua Farley

Earthwork_Estimation.dwg

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Farout Design Firm

Joshua Farleyemail: [email protected]: 573-694-0830

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fill, cut, k diagram

earthwork diagram

Page 10: Portfolio

KEY

Amphitheater

Focus Area

Outlook & Madonna of the Trail

Riverside Reflection Area

Opportunity for Improvement

Proposed Trees

Proposed TrailsProposed Hardscape Paths

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neoshoplazaCouncil Grove,Kansas

Spring 2010

course:

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Concept StatementThe Kansa Indians and their language influenced the

concept and design for the plaza. The word Neosho

in the Kansa language means, “water that has been

made muddy” or simply put “water in it.” I find this

translation very significant because the meaning

parallels the formation of the city. The Neosho

River sits in the heart of Council Grove and is a very

important historical landmark. Council Grove came

to be because this location was a crossing point for

settlers traveling west. The plaza captures the true

essence of the Neosho river and “water in it” with

water features running throughout the plaza space.

master plan for the revitalization of the neosho riverfront

plaza entrance adjacent historic downtown Council Grove

Site DesignStudio 2Sketch-Up, Marker, Ink, &Colored Pencil

Page 11: Portfolio

master plan for the revitalization of the neosho riverfront

plaza entrance and welcome sign from east main street

riverfront outlook and kansa indian memorial

Page 12: Portfolio

Project Pricing

Roofing Price

1 Rl BASE SHEET@ $33.35 $33.35BASE SHEET FASTERNERS $10.007 TUBES NP-1@$ 4.50 $31.502 RL DERBIGUM GP @ $61.98 $123.962 RL PERMASTIC @ $41.07 $82.1420FT TERM. BAR @ $0.50 $10.0047.5 LABOR @ $48.00 $2,280.00

TOTAL= $2,570.95

MaterialsS/F

Heavey Duty Root Stop 0.69 $234.60Root Stop Seem Tape Per Roll $69.00Filter Fabric 0.4 $136.00Garden GR30 1.99 $676.60

CU/YRDMineral Aggregate (Ballast) $168.00 $168.00Hydrotech Extensive Media $132.00 $319.00

TOTAL= 1603.2Plants

Botanical Name Common Name Per PlugsSchizachyrium scoparium Little Bluestem $1.70 $42.50Sporobolus heterolepis Prairie Dropseed $1.70 $39.00Sedum Mix 1.89 S/F $340.20

Texas Cistern 300 Gal. $500

Project Estimate= $5,095.85

seatongreenroofSeaton HallManhattan,Kansas

Spring 2010

course: media:

Concept StatementThe Seaton Hall Greenroof project for Kansas

State University is based on three different

locations, each having a varying degree of shade,

wind, and microclimate. This particular project

is located on the westside of Seaton Hall. Due

to the sites heavily shaded nature, shade tolerant

plants were picked in order to sustain the best

possible life and overall benefits.

The concept for the greenroof is based on the

principle of wind and how it affects the site.

Circulation of wind within the site is circular

due to the winds hitting the limestone walls and

creating a vortex. The wind patterns can be seen

in the photograph to the right. These patterns

were then translated into the design, becoming

a highly aesthetic feature while also maintaining

functionality through positive drainage and water

storage via the adjacent cistern.

greenroof location - westside of seaton hall

snow accumulation and wind patterns

section showing layers with water drain and edge constraints

PlantingDesign StudioSketch-Up, Marker, Ink, &Colored Pencil

Page 13: Portfolio

greenroof location - westside of seaton hall

snow accumulation and wind patterns

visual connection of greenroof to seaton hall and highly traveled 17th street

greenroof site and planting plan

Page 14: Portfolio

northbankKansas City, Missouri

Spring 2010

course:

media:

Statement of IntentThe core dilemma of the north bank in Kansas

City, Missouri is the gap in the urban fabric

between downtown and the highly populated

suburbs to the north. The principal strategy is to

create a hub between the proposed twenty-four

hour city and the northern suburbs, pulling the

proposed riverfront development along Berkley

Riverfront Park across the river.

Supporting this is a vision of a highly residential

mixed use development mirroring the adjacent

southern riverfront. Accommodating for pedes-

trian and bicycle traffic will create better con-

nections to both sides of the river and promote

a walkable and functional community. Also by

utilizing the existing infrastructure of train tracks it

could be possible to extend proposed TOD across

the river to provide access for residents north of

the river. The new development must be more

diverse in use and programmed in a manner that

utilizes all of the differing aspects of being close,

yet separated from the city. The vision is an idea

of a “one riverfront” identity, as opposed to two

opposite opposing banks.

current infrastructure

landuse diagramresidential

mixed use

private property/levee

road network

commercial/retail

Missouri River

rail line

missouri river and private property

site development

conceptual vision for the future of the north bank

CommunityPlanning &DesignSketch-Up, Marker, Ink, &Colored Pencil

Page 15: Portfolio

current infrastructure

landuse diagramresidential

mixed use

private property/levee

road network

commercial/retail

Missouri River

rail line

missouri river and private property

site development

activating the riverfront with open space and mixed-use development

Page 16: Portfolio

Project BackgroundThe Stout Pedestrian Plaza stems from a group

analysis and master plan for the revitalization of

the Arapahoe Square District in Denver, Colorado.

This district has long been under maintained

and the city looks to redevelop the area into a

vibrant, transit oriented community. Our teams

goals were to develop a district of mixed use

business and residential development while also

incorporating TOD and a network of open space

to connect different parts of the city.

The Platte River is formed by the confluence of the North and South Platte Rivers. The river is termed a “braided stream,” describing a body of water that divides into several channels separated by beds of sediment, or islands. First discovered by a European, Etienne de Veniard, sieur de Bourgmonte in 1714, the river was coined the Nebraskier, an Oto word meaning “flat water.” In the lower regions of the Platte, the river is boarded by bluffs. The design of the plaza itself looks to embody the true essence of the Platte River and signify the movement and fluidity that it possesses. The Stout Pedestrian Plaza aims to be a gateway from the South for the Arapahoe Square District and the proposed pedestrian corridor of 21st street.

21st STREET

group master plan for the Arapahoe Square District

activating 21st street with pedestrian corridor and TOD

process sketches for stout pedestrian plaza

stoutplazaDenver,Colorado

Spring 2010

course:

media:

SitePlanning &DesignSketch-Up, AutoCad Civil 3D,Adobe Photoshop

Concept Statement

Page 17: Portfolio

activating 21st street with pedestrian corridor and TOD

process sketches for stout pedestrian plaza

shaded plaza seating along roadway site plan

Gateway Fountain &SeatingGreen Roof & LightWall

Shaded Roadside Seating

Sculptural Light &Seating

Main Circulation

Secondary Circulation

Recreational CenterEntrance

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Vegetation ¯0 200 400 600100Feet Legend

Site_BoundContour10ft

SiteVeg_Eli4

Aspect Reclass ¯0 200 400 600100Feet

LegendSite_Bound

Aspect Suitability for DevelopmentValue

1 - low2 - moderate

3 - highContour10ft

Slope Reclass ¯0 200 400 600100Feet

LegendSite_Bound

Contour10ft

Slope Suitability for DevelopmentValue

0 - no development1 - low

2 - moderate3 - high

Suitability Map ¯0 200 400 600100Feet

LegendSite_Bound

Suitability For DevelopmentValue

High : 2.75Low : 0.25

Contour10ft

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Wildwood Estates

Manhattan, KS

L-400

Horizontal Alignment&

Details

HHJF

F11-LAR648-T3_Farley-HC1.dwg

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02, Nov., 2011

XXXXXXXXX

Howard Hahn

Farside Design Solutions Principal Joshua Farley

Email: [email protected]: 573.694.0830

Horizontal AlignmentScale:

N0 feet200

1" = 100'

100 300 400

Typical Street with Curb & GutterScale: 1" = 1'

Typical Street with Drainage DitchScale: 1" = 1'

Legend:

Street Centerline

Traverse Line of Summation

Back of Curb

Projection Line from Horizontal Curve

Station Point

Point-of-Beginning

Point-of-Ending

Point-of-Curvature

Point-of-Tangency

Radius of Curve

Length of Curve

Tangent Distance

Central Angle

Point of Intersection

01+00.00

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General Notes:

Survey of existing conditions completed by: Farside Design Firm

All traverse angles were determined from true North

Typical dimensions

Local Street Width - 24" ScenicRidge, Camp Wildcat Trail, Questrian Way - 16'

Profile drawings are vertical exaggerated

Springer Court is proposed to be the major roadway through the

site

Right of Way dimensions are 60ft being 30ft from centerline

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Contour Map 0 50 100 150 20025Meters ¯

wildwoodestatesManhattan,Kansas

Fall 2011

course:

media:

LarSpecializationStudioSketch-Up, Arc GIS, Vue 9, AutoCad Civil 3D,Adobe Photoshop

0 - no development1 - low2 - moderate3 - high

1 - low2 - moderate3 - high

site context and location

horizontal road alignment

GIS analysis

existing vegetation

slope

aspect

suitability map

Project BackgroundThe site is located in Manhattan, Kansas

approximately one mile south of the Kansas

River west of U.S. Highway 177. The site can

be described as having east-facing slopes with

rise:run ratio of 15% and greater, covering 63.6%

of the site area. This conservation development

seeks to provide a residential enclave that

captures the true essence of the local Flint

Hills while also creating a visual connection to

Manhattan and the surrounding areas.

The design concept for Wildwood Estates was

developed through an exploration of site features,

conditions, and suitability. A GIS suitability

map including slope, aspect, and existing

vegetation was created to locate areas most

suitable for development of the client’s desired

program elements. These program elements

were combined with a welcoming character that

considered existing conditions and preserved

40-60% of natural vegetation and open-space.

Concept Statement

Low : 0.25

High : 2.75

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site context and location

site planconcept 2

concept 1GIS analysis

existing vegetation aspect

recreational area with shower house, camping units, and trailheadparti / design concept

Entrance DriveSpringer Court

Entry SignTrailhead

Vegetated Bioswale

Townhome

Photoelectric Cells

ResidentialPlanting Area

Springer Park

Gazebo

Sand Volleyball

Playground

Community Gardens

Community Center

Entrance Fountain

Camping Units

Bed & BreakfastPatio AreaTrailhead EntranceEntrance Drive / Bioswale

Grazing Area

Horse Corral

Horse Stables

Pool Area

Firepit

Additional Parking

Welcome Sign

Trailhead Entrance

Road Centerline

Shower House

Vegetated Median

Trailhead Entrance

Page 20: Portfolio

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Wildwood Estates

Manhattan, KS

L-5.0

Grading Plan

HHJF

2011_11_18_ProposedGrading.dwg

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Howard Hahn

Farside Design Solutions Principal Joshua Farley

Email: [email protected]: 573.694.0830

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Springer Court

Springer Park

ScenicRidge Ct.

Camp Wildcat Trail

Questrian W

ay

Notes:1. Plan is drawn at (2’)ft contour intervals2. All buildings shall have positive drainage away from structure at a minimum of one percent (1%).3. All proposed contours shall return to existing grade smoothly and as soon as possible.4. Curb and gutters are found along Springer Ct. while remaining roads have adjacent ditches.5. Retain existing vegetation as indicated in the general development plan to the dripline where possible.6. Topsoil will be stripped and stockpiled while subgrade is being established.7. Sidewalks shall maintain a minimum 0.5% cross slope.8. Spot elevations take precedence over contour lines.

Legend: Existing Contour Proposed Contour Swale Centerline Slope Indicator Drainage Spot Elevation Drain Inlet Daylight Storm Pipe/Culvert Low Point High Point High Point Swale Top of Wall/Bottom of Wall Top of Curb/Bottom of Curb Roadside Bioswale Retention Areas

North

North

1”=100’

0 100 200 300

1”=100’

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50 100 200

HPLP

HPSTW/BWTC/BC

1080

1080

1090

1090

1200

1100

1090

1110

1120

1120

1130

1140

1150

1160

1170

1180

1200

1200

1200

1200 1190

1180

1210

1220

1190

1190

1070

1060

1085.77

1088.821087.42

DO 1080.00

LP 1085.00

INV 1089.50DI 1085.80

TW 1096.00BW 1092.00TW 1096.00

BW 1092.00

1089.93

1092.10

TW 1200.00BW1096.00

TW 1204.00BW1200.00

1086.321085.82

1083.97 1083.57

1083.36

1083.501083.78

1083.84

TC 1088.50BC 1088.00

TC 1090.50BC 1090.00

TC 1088.50BC 1088.00

TC 1086.50BC 1086.00

TC 1084.50BC 1084.00

HP 1202.50

HP 1099.50

HPS 1202.00

HPS 1202.00

HPS 1098.00

HP 1094.50

TW 1104.00BW 1100.00

2.26%

4.98%

9.81%

3.33%

FL 10.00%

FL 4.00%

FL 6

.50%

2.00

%

9.81%

9.81%

9.81%

4.59%

1.73%

1.46

%

1.39

%

1.38%

3.60%

FL 2

.00%

FL 2

.00%

4.62%

6.67%

3.18%

3.33

%

HP1078.82

Cut Factor: 1.00 Fill Factor: 1.10

Cut Volume (adjusted): 94459.12 Cu. Yd. Fill Volume (adjusted): 44096.21 Cu. Yd.

Net Volume (adjusted): 50362.91 Cu. Yd.

Cut Volume (unadjusted): 94459.12 Cu. Yd. Fill Volume (unadjusted): 40087.46 Cu. Yd.

Net Volume (unadjusted): 54371.56 Cu. Yd.

Available Site Acres: Apx. 70.4 ac.Number of Units: 24

Linear feet of paved streets: Springer Court - 2560.85 ft Scenic Ridge. 22.96.71 ft

Minimum lot width: 27.00 ftMinimum lot depth: 63.00 ftSet back distance: 30.00 ft

proposed grading plan

earthwork diagram cut/fill

ConstructionDocuments / Vue 9Renderings

Page 21: Portfolio

Cut Volume (unadjusted): 94459.12 Cu. Yd. Fill Volume (unadjusted): 40087.46 Cu. Yd.

Net Volume (unadjusted): 54371.56 Cu. Yd.

ridgetop bed & breakfast with adjoining grazing area and trailhead

phase 1 residential development with community center, springer park, and community gardens

Page 22: Portfolio