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Ryan AlbrachtPortfolio
Statement of Intent
With the need for sustainability, landscape architects must encourage change by using innovative green infrastructure and native plantings to promote ecosystem functions in our urban communities. Using creativity and simplicity we can design sustainable solutions in urban environments that provide pleasing aesthetics.
When designing urban environments, landscape architects should collaborate with architects to create unified designs that will promote social interaction, please users, and be economically resilient.
The following samples of work have been selected to best communicate my interests. Please contact me if you have any questions. Thanks for taking the time to look through my portfolio.
Sincerely,
Ryan J. Albracht
Background
Horticulture Construction Design Contact
2009-2011 I worked at Family Tree Nursery in Kansas City, KS. I grew herbaceous annuals and perennials and learned plant species characteristics.
Kansas State UniversityCollege of Architecture Planning & DesignMasters of Landscape Architecture4th Year Student
The previous three summers of my college career I worked for Oleson Landscape & Design in Okoboji, IA. It is a design build firm that specializes in lake shore development. The first two years I was a construction worker. I built patios, retaining walls, pergolas, decks, and waterfalls. In the previous summer I was a designer and worked with clients.
My design work began at Kansas State University. In my first year I learned the basic fundamentals of architecture related professions. Next, I studied in the College of Landscape Architecture Planning and Design. I worked on a variety of project types which can be seen in this portfolio.
Ryan Albracht4223 N. 125th St. Kansas City, KS 66109 (913) - 940 - [email protected]
Table of Contents
Parks and Plazas
Residential
Campus Design
Urban Design
THE PROGRESSING PLAZA
FUTURAMA GALLERY
CLAFLIN TRIANGLE
REDUCE; RE-USE; RECHARGE
WEST OKOBOJI LAKE HOUSE
BEGINNING WITH BLUEMONT
RADIATING PLAZA
THE COMMON GROUND
1-6
7-8
9-12
13-16
Parks & Plazas
Exterior environments like parks and plazas should have a variety of recreational opportunities. Shown in this category is a golf course plaza, an art gallery, and a historical plaza design.
1
Grading Plan Earthwork Plan
Earthwork Estimation Cross Section
Planting Plan
Located in Manhattan, KS is a public golf course named Colbert Hills. We were asked to redesign their primary activity space and propose two guest lodges. The design I proposed aims to define a central space with buildings and trees. The design manages stormwater on site with bio-retention and rain-gardens. CAD skills were developed during construction document phase.
Radiating Plaza
NNot to ScaleC1 131.53 F1 383.97 K1 -C2 2,319.94 F2 726.97 K2 -C3 N/A F3 - K3 -C4 N/A F4 - K4 N/A
Total Sub Cut Area= C1..C10 2,451.47 Total Sub Fill Area
= F1..F10 1,110.94 Total K Area= K1..K10 -
Adjusted for KTotal Sub Cut Area
=( C1..C10)+( K1..K10) 2,451.47
Section Vertical Exaggeration 10.00 Section Vertical Exaggeration 10.00Corrected Sub Cut Area
sq.ft.=Total Cut / Vert.Exag.
245.15 Corrected Sub Fill Area
sq.ft.=Total Cut / Vert.Exag.
111.09
Sub Cut Area(s) sq.ft. Sub Fill Area(s) sq.ft. K (Cut in Fill Area)Section 1+61
Sub Cut Volume for SectionsCorrected Sub Cut
Areassq.ft.
Average Sub Cut Area sq.ft.
= (Sta1+Sta2) / 2
DistanceBetweenSections
Sub Cut Volumecu.ft.
=Avg Cut Area * Dist.
Sub Cut Volume cu.yds.
=Cut Volume / 271+61 245.15 2+11 225.59
Sub Fill Volume for Sections
Corrected Sub Fill Areassq.ft.
Average Sub Fill Area sq.ft.
= (Sta1+Sta2) / 2
DistanceBetweenSections
Sub Fill Volume cu.ft.
Sub Fill Volumecu.yds.
=Fill Volume / 271+61 111.09 2+11 248.80
235.37 50 11,768.30 435.86
179.95 50 8,997.43 333.24
SECTION 1+11
SECTION 1+61
C1
C2
C1
C2
F2
SHEET 3
F1
F4
F1
F2
C1 104.13 F1 555.76 K1 -C2 2,697.92 F2 22.35 K2 -C3 - F3 3.91 K3 -C4 - F4 713.32 K4 N/A
Total Sub Cut Area= C1..C10 2,802.05 Total Sub Fill Area
= F1..F10 1,295.34 Total K Area= K1..K10 -
Adjusted for KTotal Sub Cut Area
=( C1..C10)+( K1..K10) 2,802.05
Section Vertical Exaggeration 10.00 Section Vertical Exaggeration 10.00Corrected Sub Cut Area
sq.ft.=Total Cut / Vert.Exag.
280.21 Corrected Sub Fill Area
sq.ft.=Total Cut / Vert.Exag.
129.53
Section 1+11Sub Cut Area(s) sq.ft. Sub Fill Area(s) sq.ft. K (Cut in Fill Area)
Sub Cut Volume for SectionsCorrected Sub Cut
Areassq.ft.
Average Sub Cut Area sq.ft.
= (Sta1+Sta2) / 2
DistanceBetweenSections
Sub Cut Volumecu.ft.
=Avg Cut Area * Dist.
Sub Cut Volume cu.yds.
=Cut Volume / 271+11 280.21 1+61 225.59
Sub Fill Volume for Sections
Corrected Sub Fill Areassq.ft.
Average Sub Fill Area sq.ft.
= (Sta1+Sta2) / 2
DistanceBetweenSections
Sub Fill Volume cu.ft.
Sub Fill Volumecu.yds.
=Fill Volume / 271+11 129.53 1+61 248.80
252.90 50 12,644.75 468.32
189.17 50 9,458.43 350.31
F3
2
Layout & Dimensioning Detail Reference PlanIrrigation Plan Lighting Plan
Deck FootingPergolaNot to Scale
3
Art installations and plants are used to create a vernacular landscape to display a relationship between art and nature. This design creates a seamless experience throughout the landscape with interior-exterior relationship and with a plant palette that provides seasonal interests.
Futurama Gallery
Sculpture Meadow
Overflow Event Area
Lounge Area
Event Area
Entrance PlazaParking
Program Organization Conceptual Design Design DevelopmentSchematic Design
NNot to Scale
4
The design incorporates many textures, colors, and forms that change throughout the year. The planting design creates a balance of blooming plants throughout the seasons.
Plant Selection
5
The concept of this design was to form a narrative of the sites progression through time. The site is located where the Santa Fe Trail intersected the Neosho River in Council Groove, KS.
Concept
Materials
Intimate Space
Site Context
The ProgressingPlaza
PAST
TRANSITION
PRESENT
GRASSES
WATER,
TURF, FIRE
RED BRICK
VERY
MODERATE
LOW
Fire Pit
Native Grass
Red Brick
Movable Tables and Chairs
Water Pools
SITE
Neosho River
TurfConcrete
Elevated Reflecting Pool
Granite
Riverw
alk
Limestone
Ground Embedded Lights
Signage
N
6
This central space uses water, fire, limestone, and turf to serve as neutral elements between past and present. The push and pull of materials are used to symbolize the connection between past and present.
Applying Meaning to Materials
The design tells a story of how the site has changed over time. Native grasses were used on the north side to represent the historical past, while, brick was used on the south side to represent the present. Between these two sides is the primary ring of space that serves as a transition between the past and present conceptual spaces.
NarrativeConcept
Materials
Intimate Space
Residential
In 2014 I designed several residential properties in Okoboji, IA working for Oleson Landscape and Design. I learned to work with clients first hand and follow strict building codes.
West Okoboji Lake House
Retrofitted Patio Area
Fenced in Dog Area
Vegetated Privacy Fence
Improved Car Circulation
Eden St.
House
New Dock Location
Sitting Wall
Design Goal:Create a smooth transition between the road, house, and Lake. While also enhancing existing space and creating a dog area.
7
NNot to Scale
8
Deck & StaircaseExisting & Proposed
Driveway & Fence
Patio & Fire Pit
The lakeside design unifies the shoreline property. The dock location is moved on axis with the front door. An existing patio is raised to make it more comfortable and easier to access. A unused shack is removed to allow better views.
The design also proposes three boulder walls to create two terraces. These terraces will consist of low maintenance perennial plantings that will reduce pollutants going into the lake as well as soften the edge of the boulder walls.
Not to Scale
Campus Design
A handful of my project sites were located on campus. The project showcased above was inserted into a EPA Rainworks Competition as well as a Midwest ASLA competition.
9
EPA Rainworks Challenge 2013
Mint Garden
Interactive CisternLarge Cistern
Flow Through Planter
Congregation AreaBars, Tables, Benches
Tall Fescue Lawn
Rain Garden
New Sidewalk
Lily Turf Lawn
The EPA Rainworks Challenge was a group project. My team of four was required to select a site on campus. The site we chose was an underutilized area outside the famous K-state Call Hall Dairy Bar.
The redesign of this space is intended to maximize functionality while artfully managing the stormwater runoff from the rooftops to provide visitors the opportunity to learn about stormwater management through interaction.
The plan was to reduce erosion, pooling, runoff, and maintenance costs.
ReduceRe-useRecharge
NNot to Scale
Flow-through Mint Planter
10
Stormwater RunoffThese numbers are calculated using the rational method, which factors the infiltration rate of all surfaces and the intensity of a storm based on Manhattan’s macro-climate.
Gutter Filter
First Flush System
300 Gallon Cistern
Twisting Nozzle
1/2” PipePlanting Medium
Splitted 2 Gallon Funnel
Overflow Spout
Open Air Steel Pipe
1.5’ Planting MediumFilter Fabric
Filter Fabric6” Sand
6” Pea Rock6” Concrete Base
Grease Board
For this team project I produced lots of conceptual designs in which my team collaborated and advanced one. My role consisded of calculating the amount of water storage needed for storm types. Once I completed this I could size the cisterns, pipes, and the raingarden. I also created a video for this design which can be seen by clicking here.
Interactive Cistern Cistern & Flow-through Planter Rain Garden
11
Spatial Framework
Building S
torie
s & P
rogra
m
Located at Kansas State University, this project represents an idea that a parking lot could be removed to create a pedestrian friendly, urban environment that contrasts with the rest of campus.
Claflin Triangle Circulation Parking Zones
NNot to Scale
1st Floor
2nd Floor
5th Floor
3rd Floor
6th Floor
4rd Floor
7th Floor
12
Building Purpose
Aerial Looking South
This design introduces new mixed-use buildings that would solve the housing shortage dilemma as well as provide more space for classrooms, lecture halls, studios, offices, restaurants, and cafe’s.
OfficeResidentialCafe & RestaurantsClassesShopsService and Utilities
Heirarchy of Space
Service Access Water Management
To reduce the stormwater runoff that is polluting Campus Creek a series of bioswells, rain-gardens, and cisterns are proposed.
Urban Design
Two semesters of college were designated to urban design. I worked on Aggieville in Manhattan, KS and downtown St. Joseph, MO. Both projects involved collaborating with government officials, business owners, and the public.
The above image is a conceptual design for a pedestrian bridge in Chicago which I developed for the fun of it.
13
Wildcat Plaza
Sourc e: E s ri , Dig i ta lG lobe, G eoEy e, i -c ubed, US DA , U SG S, A EX , G etm apping, Aerog rid , IG N, IG P, s w is stop o, and the G IS U s er C om m uni ty
Bluemont Avenue
Moro Street
Laramie Street
Fremont Street
Laramie Street
Vattier Street
Anderson Avenue
Manhattan Avenue
12th Street
11th Street
15th Street
14th Street
10th Street
Legend
0 150 300 600
N
Permeable SurfaceImpermeable SurfaceArea of Aggieville
Inquiry: Where are impermeable surfaces located in Aggieville? How does it compare to its surrounding context?Key Extractions: Permeable surfaces, impermeable surfaces, and an aerial image.Methodology: Location of permeable surfaces was done during site vists on a printed aerial map. This data was put into GIS and percentage calculations of permeable and impermeable surfaces were done.Conclusions: Aggieville has a drastically higher percentage of impermeable surfaces vs permeable surfaces. Aggieville’s context including residential housing, City Park, and the KSU campus have a lower percentage of impermeable surface.
Figure: Impermeable SurfacesSource: Riley County GIS. Site Visit: Albracht, Ryan.
Permeable Surfaces in Aggieville
Impermeable Surfaces in Aggieville
W2_RA01_300_ImpermeableSurface.PDF
ClassificationImpermeable Surfaces Dominate AggievilleImpermeable surfaces lead to stormwater runoff
9%
91%
Inquiry: What is the drainage pattern in Aggieville and the larger Manhattan area?Key Extractions: Hillshade, Elevation, Slope, Rivers, Creeks, Bodies of water, floodplains, Drain inlets, Storm Sewers, watershed breakline, runoff directions, Streets, and buildings.Methodology: The GIS layers’ hue, transparency, and contrast were adjusted in GIS and then exported to Adobe Indesign. The 1995 stormwater management master plan watershed was assembled in Adobe Photoshop and then traced in Adobe Illustrator. These layers were then put into Indesign and overlayed.Conclusions: Aggieville is divided by the Downtown West|Downtown East watershed breakline. The precipitation in Aggieville runs away from the center of Aggieville and is directed into storm sewers which eventually discharged into the Kansas River. The only external runoff potentially entering Aggieville is water running south along N. Manhattan Ave.
0 5,000 10,000 20,000
N
0 15,000 30,000 60,000
NLegend
North watershedStadium watershedBlue Hills watershedNorth View watershedDowntown East watershedDowntown West watershedWildcat Southeast watershedRolling Hills watershedWildcat Southwest watershedEureka Valley watershed
Virginia Nevada watershedCico Park watershedLittle Kitten Creek watershedBuildingsFloodplainCreekRiverLocation ReferenceAggievilleRoads
Drain InletsStorm SewersWatershed BreaklineRunoff Direction
Figure 01: Manhattan WatershedSource: Riley County GIS. 1995 Stormwater Management Master Plan- Existing System Performance
Figure 02: Aggieville WatershedSource: Riley County GIS. Stormwater Management Master Plan- Existing System Performance
Big Blue River
Downtown East Discharge
Tuttle Creek
Classification
W3_RA01_10,000|300_Watersheds.PDF
Little Surface Stormwater Enters Aggieville From Adjacent AreasThe Downtown East/Downtown West watershed breakline bisects Aggieville so water drains away from the district
Bluemont Ave.
Watershed
Breakline
Moro Street
Laramie Street
Laramie Street
Kansas River
Fremont Street
City Park
Anderson Ave.
AggievilleM
anhattan Ave.
12th Street
11th Street
14th Street
Downtown West Discharge
The goal of this project was to update the business district of Aggieville located in Manhattan, Kansas. A series of mapping exercises was the first step at identifying the dilemmas. As a class we produced over 150 maps. We then broke up into three person teams to form design proposals.
Beginning With Bluemont
The ridge line between the Downtown East and Downtown West watersheds divide the runoff in Aggieville. GIS was used to analyze the watershed.
91% of surfaces in Aggieville are impervious. Runoff from these impervious surfaces are channeled into storm inlets and which eventually flow into the Kansas River.
Watershed Divide Impervious Surfaces
My group’s design proposal consisted of new mixed-use buildings with internal parking garages. These buildings were placed in suitable locations based on historical meaning, property costs, and building square footage.
City Park
Wildcat Plaza
Triangle Park
KSUCampus
NNot to Scale
14
Source: Esri , DigitalG lobe, Ge oEye, i -cubed, USDA, USGS, AEX, Getmapp ing, Ae rog ri d, IG N, IG P, sw isstopo, and the G IS User Comm unity
Legend
0
N
Permeable SurfaceImpermeable SurfaceDownspouts onto Permeable SurfaceDownspouts onto Impermeable SurfaceArea of AggievilleBuilding Footprints
100 200 400
Inquiry: Where is the source of high intensity stormwater flows? Key Extractions: Drains, permeable surfaces, impermeable surfaces, building footprints, and an aerial image.Methodology: Through site visits, downspouts were located in Aggieville. That data was then put into Illustrator. Next, the downspout runoff was analyzed whether it flowed onto permeable or impermeable surfaces. This data was overlayed in InDesign on previous field research of permeable and impermeable surfaces, which was created in GIS.Conclusions: High intensity flows are primarily flowing onto impermeable surfaces. Of the sparse permeable surface in Aggieville, there are no permeable areas that collect surface runoff. This lack of good stormwater management practices causes stormwater runoff, and washes contaminants into storm sewers. This contaminated water eventually drains into the Kansas River.
Figure: DownspoutsSource: Riley County GIS. Site Visit: Albracht, Ryan & Krehbiel, Beth.
W2_RA02_200_Downspouts.PDF
Most Downspouts Drain onto Impermeable SurfacesStormwater runoff carries contaminates into piped stormwater system
Dilemma
SSoooouuurrrccceeee:: EEssrriiirrrrrr ,, DDiiggggiiiitttaaaalllGGG lloooobbbbeeee,, GGeee ooooEEEyyyeeee, iii ---cc-- uubbbeeeeedddd, UUUSSSSSSDDDAAA, UUUSSSSGGGGSSSS, AAAAEEEEEXXXX, GGGeeeeettmmmaaaaappppppppp iiiinnnggg, AAAAeeeeAAAAA rrrooooorrrrrrrr gggg rriiirrrrrr ddd,,, IIGGGG NNN,, IIGGGG PPPP,, sssswwwsssss iiissssssssstttttssssssss ooooppppoooo,, aaannndddd tttthhhheeee GGGG IISSS UUsssseeerrr CCCooommmmmm uunnniiiitttt yyyyy
Bluemont Avenue
Moro Street
Laramie Street
Laramie Street
Anderson Avenue
Manhattan Avenue
12th Street
11th Street
15th Street
14th Street
10th Street
Source: Esri , DigitalG lobe, Ge oEye, i -cubed, USDA, USGS, AEX, Getmapp ing, Ae rog ri d, IG N, IG P, sw isstopo, and the G IS User Comm unity
Legend
0
N
Potential areas for capturing stormwaterPotential stormwater collection areasCurrent areas with minimal runoffPermeable SurfaceImpermeable SurfaceDrains flow onto Permeable SurfaceDrains flow onto Impermeable SurfaceArea of Aggieville Building footprints
100 200 400
Inquiry: How can pollution be reduced in the Kansas River?Key Extractions: Drains, permeable surfaces, impermeable surfaces, building footprints, an aerial image, current areas with minimal runoff, potential areas for capturing stormwater, and potential stormwater collection areas.Methodology: Through site visits, downspouts were located in Aggieville and then documented in Adobe Illustrator. Next, the downspout runoff was analyzed whether it flowed onto permeable or impermeable surfaces. This data was overlayed in InDesign on previous field research of permeable and impermeable surfaces, which was created in GIS. Lastly, a site visit was done to examine slope and drainage direction. This helped to determine where potential stormwater collection areas could be located.Conclusions: If stormwater was collected in Aggieville before entering into storm sewers, there would not be as much contaminated water entering into the Kansas River. In order to reduce pollution, the alleyways in Aggieville could serve the function of collecting stormwater. Curbs cuts should be installed adjacent to peremable surfaces to collect stormwater runoff from streets and alleyways. If alley water is collected through these strategies, the only runoff directed off site would be street water.
Figure: Water CollectionSource: Riley County GIS. Site Visit: Albracht, Ryan & Krehbiel, Beth.
W2_RA03_200_WaterCollection.PDF
Potential Collection of StormwaterInfiltrating stormwater and or slowing down peak runoff times to reduce pollution.
Strategy
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Bluemont Avenue
Moro Street
Laramie Street
Laramie Street
Anderson Avenue
Manhattan Avenue
12th Street
11th Street
15th Street
14th Street
10th Street
For a solution for the stormwater runoff dilemma, the alleyways can be used to store or infiltrate water.
Most downspouts in Aggieville go to impervious surfaces concentrated in the alleyways.
Stormwater TreatmentDownspout Inventory
Triangle ParkThe existing Triangle Park is enlarged and redesigned to provide for large events. The redesign calls for a landmark to mark the entrance to Aggieville. This park and Wildcat Plaza would be part of a larger green-way system which would connect City Park to KSU.
A classmate and I created a video of my studios work for this project which can be seen by clicking here.
Not to Scale
15
A new vision for Downtown St. Joseph involves creating an active engaging space in the existing alleyways. Collaboration with local residents about architectural styles and the public wants helped steer this new vision.
The Common Ground
Transition into Alleyway
Utility Veil for Pedestrians
Alleyway Cafe
Site Context
Retail:90,250 sq ft26%
Restaurants: 72,150 sq ft21%
Office:84,500 sq ft25%
Residential94,625 sq ft28%
5th
Stre
et
6th
Stre
et
Jules Street
Francis Street
Felix Street
Edmond Street
New Mixed-use Building
New Mixed-use Building
Green Roof
Plaza Fountain
Bike Staging
Pedestrian Alleyway
Amphitheater
Green Roof
Outdoor Cafe
Canopy Veil
New Mixed-use Building
NNot to Scale
16
Southern Civic SpaceThis design proposal responds to the need for civic space and residential housing in Downtown St. Joseph. The plan calls for two new active civic spaces connected by a pedestrian alleyway which would serve as a catalyst for downtown redevelopment.