Landscape Architecture Undergraduate Work Samples
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Bachelors of Landscape Architecture Work SamplesNorth Dakota State University
Joseph R. Starbuck
The station hardscape design proved to be one of the most challenging aspects of the design due to the dynamic nature of city driven projects. To ensure proper installation we developed many station details similar to detail “A”, on the right.
STATION DESIGN
The signage plans were created for the two station platforms which Kimley-Horn was responsible for along Palomar Street. We also developed signage details which depicted exactly how each sign would appear in its corresponding location on the platforms.
WAYFINDING
The Palomar Street bus rapid transit project is a four mile corridor, enhancing the broader BRT connection between Tiajuana (Mexico), and San Diego (USA). I produced multiple iterations of irrigation, signage, station design, and landscape plans for the Palomar Street corridor over the year-long cooperative I was working for Kimley-Horn in San Diego.
Kimley-Horn, 2013-2014Chula Vista, CaliforniaBUS RAPID TRANSITPALOMAR STREET BRT
PRELIMIN
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NOT FOR
CONSTRUCTION
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QUALITY CONTROL REVIEW% COMPLETE:
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E. PALOMAR RD 10.8 124 125 8.00
16.4 126 127 8.00
PRELIMIN
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NOT FOR
CONSTRUCTION
®
QUALITY CONTROL REVIEW% COMPLETE:
REVIEWED BY:
DATE:
COMMENTS ADDRESSED BY:
DATE:
DATE:
VERIFIED BY:
95
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QUALITY CONTROL REVIEW% COMPLETE:
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DATE:
COMMENTS ADDRESSED BY:
DATE:
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VERIFIED BY:
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E. PALOMAR RD 10.8 124 125 8.00
16.4 126 127 8.00
PRELIMIN
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NOT FOR
CONSTRUCTION
®
QUALITY CONTROL REVIEW% COMPLETE:
REVIEWED BY:
DATE:
COMMENTS ADDRESSED BY:
DATE:
DATE:
VERIFIED BY:
95
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The irrigation design was a retrofit to existing systems along the four-mile Palomar Street corridor consisting of nine distinct irrigation as-builts in four maintenance districts, and including portions which utilized both recycled and potable water.
IRRIGATION
PRELIMIN
ARY
NOT FOR
CONSTRUCTION
®
QUALITY CONTROL REVIEW% COMPLETE:
REVIEWED BY:
DATE:
COMMENTS ADDRESSED BY:
DATE:
DATE:
VERIFIED BY:
95
SIGN SCHEDULE
MA
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366 OF 510SGN-03
PRELIMIN
ARY
NOT FOR
CONSTRUCTION
®
QUALITY CONTROL REVIEW% COMPLETE:
REVIEWED BY:
DATE:
COMMENTS ADDRESSED BY:
DATE:
DATE:
VERIFIED BY:
95
465 OF 510UD-07
PAVER SCHEDULE
CL CL
PRELIMIN
ARY
NOT FOR
CONSTRUCTION
®
QUALITY CONTROL REVIEW% COMPLETE:
REVIEWED BY:
DATE:
COMMENTS ADDRESSED BY:
DATE:
DATE:
VERIFIED BY:
95
462 OF 510UD-04
PAVER SCHEDULE
CL CL
PRELIMIN
ARY
NOT FOR
CONSTRUCTION
®
QUALITY CONTROL REVIEW% COMPLETE:
REVIEWED BY:
DATE:
COMMENTS ADDRESSED BY:
DATE:
DATE:
VERIFIED BY:
95
462 OF 510UD-04
CROSBY, NDWILLISTON, ND
The section perspective above displays a portion of my site-specific design, depicting the dynamic nature of wetlands and the element of tourism which the reserve attracts. The ultimate goal of the program is to increase waterfowl and other wetland habitat to mitigate the loss of wildlife as a result of the oil mining.
SYNCHRONOUS WATERFOWL WETLANDS
LEGENDCities/DevelopmentWaterbodiesNative Land UseDesign Opportunities (1-mile well offset)Design Opportunities (2-mile well offset)Waterfowl Production Areas
This environmental planning project focused on mitigating the effects fracking is having in western North Dakota on the Bakken formation. Using ArcGIS, AutoCAD, Google Earth, Illustrator, Photoshop, and SketchUp, I developed the following presentation graphics to fulfill my program of further establishing wetlands in conjunction with art and culture to increase tourism revenues.
NDSU, 2014Williston, North DakotaENVIRONMENTAL PLANNING STUDIOFRACKING STAMPS
NORMAL WATER LEVELHIGH WATER LEVEL
A-AVENUE + KIMBALL PARKGREEN STREET + PARK ENTRANCENational City, CaliforniaKimley-Horn, 2014
The first portion of the project is the redevelopment of A-Avenue which includes the implementation of permeable pavers, and infiltration basins along the streetscape. The second portion of the project includes the design and detailing of an entrance plaza in Kimball Park which is adjacent the south end of A-Avenue. This entrance plaza incorporates a xeriscape demonstration garden irrigated by a cistern collecting stormwater within the park.
XERISCAPE DEMONSTRATION GARDENThe demonstration garden at the new entrance to Kimball Park was designed with a large variety of low water shrubs and succulent species. The demonstration garden is irrigated by way of a cistern installed in the center of the park.
AA
A AVENUE
SCALE:B NTS
STAIR SECTION AT DEMONSTRATION GARDEN
SCALE:A 1" = 5'
ENTRY PLAZA ENLARGEMENT
NO
RTH
COLOR CONCRETE PAVING, PERSAN DIEGO REGIONAL STANDARDDRAWING, G-7 MODIFIED AS SHOWNON PLANSCOLOR: TYPE CFINISH: GLASS EMBEDDEDPATTERN: PER PLANS
MATCH ELEVATION
PIPE HANDRAIL POST MOUNTED,PER SAN DIEGO REGIONALSTANDARD DRAWING M-24
CONCRETE STEPS, PER SAN DIEGOREGIONAL STANDARD DRAWING M-26
COMPACTED SUBGRADE TO A MINIMUMOF 95% RELATIVE DENSITY
COMPACTED SUBGRADE
2' x 6' ART BIKE RACK (BY OTHERS)
2' x 6' ART BENCH (BYOTHERS)
2' X 3' INTERPRETIVESIGN (BY OTHERS)
ENTRY COLUMN (TYP. OF 2 ) SEEDETAILS THIS SHEET
DECORATIVE ART FENCE, SEEDETAILS ON SHEET 69
CONCRETE STEPS & RAILINGSEE DETAIL B, THIS SHEET
SCALE:C NTS
ENTRY PLAZA COLUMNS
COLUMN CAP (TYP.)
TYPE A VENEER (TYP.)
TYPE B VENEER (TYP.)
TYPE A VENEER (TYP.)
CONCRETE SUMMARY TABLETYPE DESCRIPTION COLOR FINSIH
A STANDARD CONCRETESIDEWALK
NATURAL GRAY (NOCOLOR ADDED) BROOM FINISH
BKIMBALL PARK
STANDARD COLOREDCONCRETE SIDEWALK
MATCH TO EXISTINGSIDEWALKS IN PARK
ROCK SALT FINISH(MATCH TO EXISTING)
C PLAZA COLOREDCONCRETE
MATCH TO EXISTINGLIBRARY ENTRY PLAZA
(SOUTH SIDE)
RECYCLED GLASS ANDAGGREGATE (MATCH TO
EXISTING)
D PLAZA COLOREDCONCRETE BANDING
DARK GRAY - MATCHTO EXISTING LIBRARYENTRY PLAZA (SOUTH
SIDE)
ACID ETCH (MATCH TOEXISTING)
E CONCRETE SIDEWALK MATCH TO EXISTINGCRUSHED AGGREGATE(MATCH TO EXISTING)
F CONCRETE SIDEWALK MATCH TO EXISTINGSTAMPED CONCRETE(MATCH TO EXISTING)
COLOR CONCRETE - TYPE D
EXISTINGWALK TOREMAIN
COLORCONCRETE -TYPE B
LANDSCAPE
COLOR CONCRETE - TYPE B
COLOR CONCRETE - TYPE B
COLOR CONCRETE - TYPE C
COLOR CONCRETE - TYPE D
TRELLIS, SEE DETAILS ON SHEET 70
SCALE:D NTS
ENTRY COLUMN DETAIL
REFERENCE CAPSECTION DETAIL
1/2" MORTAR JOINT BETWEENCOLUMN AND CAP
STANDARD 8" CMUBLOCKS (TYP.)
#5 REBAR. ALL FOURCORNERS
#5 X 3'-0" @ 10" O.C. EACHWAY
CAP SECTION CAP PLAN
COLUMN SECTION C-C
COLUMN SECTION A-A
1/2"VERTICAL MORTAR JOINTBETWEEN VENEER ANDCMU BLOCK
#5 REBAR, ALL FOURCORNERS
VENEER CONCRETE TYPE A
CMU BLOCK (TYP.)
NOTE: ALL CONCRETE PAVING SHALL BE PERSDRSD, SDG-155 MODIFIED AS SHOWN
2' X 3' INTERPRETIVESIGN (BY OTHERS)
2' X 3' INTERPRETIVESIGN (BY OTHERS)
SCALE:F NTS
CONCRETE SUMMARY TABLE
PLANTING AREA
2" CONDUIT.SEE SHEET 41 - LIGHTINGELECTRICAL AND COMM PLAN
AA
A AVENUE
SCALE:B NTS
STAIR SECTION AT DEMONSTRATION GARDEN
SCALE:A 1" = 5'
ENTRY PLAZA ENLARGEMENT
NO
RTH
COLOR CONCRETE PAVING, PERSAN DIEGO REGIONAL STANDARDDRAWING, G-7 MODIFIED AS SHOWNON PLANSCOLOR: TYPE CFINISH: GLASS EMBEDDEDPATTERN: PER PLANS
MATCH ELEVATION
PIPE HANDRAIL POST MOUNTED,PER SAN DIEGO REGIONALSTANDARD DRAWING M-24
CONCRETE STEPS, PER SAN DIEGOREGIONAL STANDARD DRAWING M-26
COMPACTED SUBGRADE TO A MINIMUMOF 95% RELATIVE DENSITY
COMPACTED SUBGRADE
2' x 6' ART BIKE RACK (BY OTHERS)
2' x 6' ART BENCH (BYOTHERS)
2' X 3' INTERPRETIVESIGN (BY OTHERS)
ENTRY COLUMN (TYP. OF 2 ) SEEDETAILS THIS SHEET
DECORATIVE ART FENCE, SEEDETAILS ON SHEET 69
CONCRETE STEPS & RAILINGSEE DETAIL B, THIS SHEET
SCALE:C NTS
ENTRY PLAZA COLUMNS
COLUMN CAP (TYP.)
TYPE A VENEER (TYP.)
TYPE B VENEER (TYP.)
TYPE A VENEER (TYP.)
CONCRETE SUMMARY TABLETYPE DESCRIPTION COLOR FINSIH
A STANDARD CONCRETESIDEWALK
NATURAL GRAY (NOCOLOR ADDED) BROOM FINISH
BKIMBALL PARK
STANDARD COLOREDCONCRETE SIDEWALK
MATCH TO EXISTINGSIDEWALKS IN PARK
ROCK SALT FINISH(MATCH TO EXISTING)
C PLAZA COLOREDCONCRETE
MATCH TO EXISTINGLIBRARY ENTRY PLAZA
(SOUTH SIDE)
RECYCLED GLASS ANDAGGREGATE (MATCH TO
EXISTING)
D PLAZA COLOREDCONCRETE BANDING
DARK GRAY - MATCHTO EXISTING LIBRARYENTRY PLAZA (SOUTH
SIDE)
ACID ETCH (MATCH TOEXISTING)
E CONCRETE SIDEWALK MATCH TO EXISTINGCRUSHED AGGREGATE(MATCH TO EXISTING)
F CONCRETE SIDEWALK MATCH TO EXISTINGSTAMPED CONCRETE(MATCH TO EXISTING)
COLOR CONCRETE - TYPE D
EXISTINGWALK TOREMAIN
COLORCONCRETE -TYPE B
LANDSCAPE
COLOR CONCRETE - TYPE B
COLOR CONCRETE - TYPE B
COLOR CONCRETE - TYPE C
COLOR CONCRETE - TYPE D
TRELLIS, SEE DETAILS ON SHEET 70
SCALE:D NTS
ENTRY COLUMN DETAIL
REFERENCE CAPSECTION DETAIL
1/2" MORTAR JOINT BETWEENCOLUMN AND CAP
STANDARD 8" CMUBLOCKS (TYP.)
#5 REBAR. ALL FOURCORNERS
#5 X 3'-0" @ 10" O.C. EACHWAY
CAP SECTION CAP PLAN
COLUMN SECTION C-C
COLUMN SECTION A-A
1/2"VERTICAL MORTAR JOINTBETWEEN VENEER ANDCMU BLOCK
#5 REBAR, ALL FOURCORNERS
VENEER CONCRETE TYPE A
CMU BLOCK (TYP.)
NOTE: ALL CONCRETE PAVING SHALL BE PERSDRSD, SDG-155 MODIFIED AS SHOWN
2' X 3' INTERPRETIVESIGN (BY OTHERS)
2' X 3' INTERPRETIVESIGN (BY OTHERS)
SCALE:F NTS
CONCRETE SUMMARY TABLE
PLANTING AREA
2" CONDUIT.SEE SHEET 41 - LIGHTINGELECTRICAL AND COMM PLAN
KIMBALL PARK ENTRANCE HARDSCAPEThe plaza design was derived off of existing hardscape elements in the surrounding area to maintain continuity between the design and its surroundings. The design included an art fence which would be utilized for local art displays throughout the park.
JLG - COLLECTED WORKS2013 SUMMER INTERNSHIPBismarck, North DakotaJLG Architects, 2013
During the summer of 2013 I interned with JLG Architects in their Bismarck office. Throughout the three months, I assisted with project proposals, concept development, construction documents, construction administration as well as marketing efforts. I met with clients, city officials, project stakeholders, and construction contractors throughout the development of various projects.
THE TOASTED FROG - OUTDOOR DININGInfluenced by a new city policy allowing outdoor dining, I worked closely with the owner of The Toasted Frog to design a unique custom fabricated outdoor dining space. I worked closely with the client and city planners to solve issues and grant approval from the Bismarck City board for the construction of the project.
EXISTING RAGINGRIVERS SITE
YMCABUILDING
FUTURESPORTSBUBBLE
COMMERCIALBUILDING
EXISTING PARKING LOT
MCKENZIE
DR
IVE
46TH AVENUE SE.
YMCAPLAYGROUND
I-94 EXIT RAMP
COMMUNITY PLAZA
107SPACES
67 SPACES
52 SPACES
58 SPACES
299 SPACES
EXISTING FOOTBALL + SOCCER FIELD
RESURFACEDFIELD EVENTS
EXISTING SPECTATOR FACILITY
NEW WAY-FINDINGENTRY SIGNAGE
NEW STORAGE FACILITYFOR EQUIPMENT + SCHOOLS
EXISTING SOCCER PRACTICE FIELD
LOCKER ROOMADDITIONS + RENOVATIONS
LOCKER ROOMADDITIONS + RENOVATIONS
NEW SPECTATOR FACILITYWITH PRESS BOX + CONCESSIONS
MONUMENTAL ENTRY STAIRSALIGNED WITH THE 50 YARD LINE
NEW TICKETING + PRIMARY ENTRY PLAZA
EXISTING SHARED USE PARKING LOT
WIDENED CONCOURSE + LARGER REST ROOMS
IMPROVED SCOREBOARD + MONITOR
RESURFACEDRUNNING TRACK
BISMARCK STATE COMMUNITY BOWL
MANDAN RAGING RIVERS YMCA
I assisted in the construction administration for the track resurfacing of the Bismarck State Community Bowl project. I also produced this plan rendering as a presentation and marketing graphic for JLG Architects.
The plan rendering above served as a proposal presentation graphic for a new YMCA building and plaza which connects to the existing Raging Rivers water park in Mandan, North Dakota.
Beyond the irrigation design, I assisted in the placement and color coordination of the shade structures for the playground, the detailing of the various park improvements, as well as the layout of sidewalk control and expansion joints throughout the park.
PLAYGROUND SHADE STRUCTURES
This irrigation design consisted of 98 valves utilizing point source drip emitters, root watering systems, rotors, and turf rotators. Due to a lack of pressure at the site, the irrigation system required a 250psi booster pump to function after installation.
IRRIGATION 411 "
43 " 43 "
43 " 43 ""1
411 "
2 "
43 "43 "
411 "
211 "
"1
2 "
"1
411 "211 "
"1
"1211 "
2 "
2 "
2 "
411 "
"1
411 "
211 "
2 "
221 "
"1
411 "
2 " 411 " "4"4
211 "
211 "
411 "
"4
"2 "143 "
"1
"1
3"
1"405.50
2 "
3"
"4
"4
"4
2"26 50.4
2"27 63.0
2"28 50.4
2"29 70.7
2"30 70.7
"4"4 1"
15.038"4
221 "
"4
6"
1"9.0024
1"0.6325
"4
"143 "
"4
"1
1"312.19
112"
3235.9
112"
3319.7
43 "
"4
1"11.534
1"3.4735
43 "
211 "
2 "
"4221 "
"4
221 "
411 "
2 "
221 "
1"3925.3
11 2"
211 "
411 "
411 "
112"
3634.5
"4
1"3.0337
43 "
4
Date:
Drawing Number
CCDOA Project No.
Sheet: of
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153
DRAWING SCALE: 1" = 20'
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SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird R-VAN-1318 RD-1804-SAM-P45 141Turf Rotator, 13`-18` Hand Adjustable RotaryStream, w/RD-1800 turf spray body, 4.0"Pop-Up. With Seal-A-Matic Check Valve and 45psi in-stem pressure regulation.
Rain Bird R-1318 RD-1804-SAM-P45 7Turf Rotator, 13`-18` Rotary Stream,w/RD-1800 turf spray body on 4.0" stainlesssteel riser, with check valve and 45 psi in-stempressure regulator. 1/2" NPT Female ThreadedInlet.
Rain Bird R-1724 RD-1804-SAM-P45 102Turf Rotator, 17`-24` Rotary Stream,w/RD-1800 turf spray body on 4.0" pop-up,with check valve and 45 psi in-stem pressureregulator. 1/2" NPT Female Threaded Inlet.
Rain Bird RWS-B 450Root Watering System with 4.0" diameter x36.0" long with locking grate, semi-rigid meshtube and Rain Bird bubbler 1401 at 0.25 gpmeach. Two per tree at 0.50 gpm each tree.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTYRain Bird 5505-SS 101Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser,Standard Nozzle. Seal-A-Matic Check Valve, Adjustable 50-330 Arc,360 Non-Reversing Full-Circle. 3/4" NPT inlet. 02=Orange, 03=Red,04=Black, 05=Yellow, 06=Light Blue, 08=Dark Green, 10=Grey,12=Beige.
Rain Bird F4-PC, FC-SS 4Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser,Adjustable and Full Circle. With RemovableSeal-A-Matic Check Valve, 1" Female Threaded Inlet.
Rain Bird F4-PC, FC-SS 11Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser,Adjustable and Full Circle. With RemovableSeal-A-Matic Check Valve, 1" Female Threaded Inlet.
Rain Bird F4-PC, FC-SS 33Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser,Adjustable and Full Circle. With RemovableSeal-A-Matic Check Valve, 1" Female Threaded Inlet.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird XCZ-100-PRB-COM 1" 27Medium Plus Flow Drip Control Kit. 1" Ball Valve with 1"PESB Valve and 1" Pressure Regulating 40psiQuick-Check Basket Filter. 3gpm to 20gpm.
Rain Bird XCZ-LF-100-PRF 1" 23Low Flow Drip Control Kit, 1" Low Flow Valve,3/4" Pressure Regulating RBY Filter, and 30psiPressure Regulator. 0.2gpm-5gpm.
Rain Bird ARV075 3/4" 23/4" Air Relief Valve, installed in a 6.0" drip valve box(SEB 7XB emitter box). Use with installation below soil.
Rain Bird XB-PC Single Outlet Emitter 3,390Pressure Compensating Drip Emitters. Flow rates of1.0gph=black, and 2.0gph=red.
Area to Receive Drip Emitters 5,333 s.fRain Bird XB-6, Six-Outlet, Pressure Compensating, Drip Emitter.Flow rates of 0.5gph=blue, 1.0gph=black, and 2.0gph=red.
Area to Receive DriplineRain Bird XFD-06-12 (12) 3,771 s.f.XFD On-Surface Pressure CompensatingLandscape Dripline. 0.6GPH emitters at 12.0" O.C.Dripline laterals spaced at 12.0" apart,with emitters offset for triangular pattern.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird GB-R-PRS-D 1", 1-1/2", and 2" Brass Electric Remote Control Valves.Globe Configuration, Reclaimed Water Compatible withEPDM diaphragms and chlorine-resistant parts, and Purple HandleCover Included to Designate Non-Potable1" 31-1/2" 262" 19
Rain Bird 44-LRC 1" 81" Brass Quick-Coupling Valve, with Corrosion-ResistantStainless Steel Spring, Locking Thermoplastic Rubber Cover,and 2-Piece Body.
Rain Bird 300-BPE-PRS-D Globe 3" 13" Brass Master Valve, with Globe Configuration.With PRS-Dial Pressure Regulator Module.
Febco 880V 4" 1Reduced Pressure Backflow Preventer
Rain Bird CCU-28-S 1CCU Interface for Maxicom Only. 28 Channels,Stainless Steel Pedestal.CCU-28-SS-TE-MSP-1-FSO11-GFI-AG2401-W/grounding.
Rain Bird ESP-40SAT-2S 340 Stations Satellite Controller for Maxicom andSiteControl. 120 VAC. Two-Wire Satellite DataPath. Stainless Steel Pedestal.ESP40-SAT-SS-TE-MSP-1-WH-24-WH-48-GFI-AG2401-W/grounding.
Booster Pump 1Rainbird 250 psi volume at 25psi boost.3 phase 480 power.
Point of Connection 4" 1Municipal Line, Static PSI at 52 assumed, will boost 25psi.
Valve Number
Valve SizeValve Flow
Valve Callout
# ##"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Irrigation Lateral Line: PVC Schedule 40PVC Schedule 40 irrigation pipe. Only lateraltransition pipe sizes 1" and above are indicatedon the plan, with all others being 3/4" in size.
34" 31,476 l.f.
1" 2,607 l.f.1-1/4" 1,713 l.f.1-1/2" 1,299 l.f.2" 2,405 l.f.2-1/2" 387.2 l.f.
Irrigation Mainline: PVC Class 200 SDR 21 4" 5,558 l.f.PVC Class 200 irrigation pipe.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Irrigation Mainline: PVC Class 200 SDR 21 6" 165.2 l.f.PVC Class 200 irrigation pipe.
Irrigation Mainline: PVC Schedule 40 PVC Schedule 40 irrigation pipe.1" 642.0 l.f.1 1/4" 230.3 l.f.1 1/2" 28.3 l.f.2" 277.3 l.f.2-1/2" 66.0 l.f.3" 587.8 l.f.4" 239.9 l.f.6" 53.9 l.f.
Pipe Sleeve: PVC Schedule 40 2,304 l.f.Typical pipe sleeve for irrigation pipe. Pipesleeve size shall allow for irrigation piping andtheir related couplings to easily slide throughsleeving material. Extend sleeves 18 inchesbeyond edges of paving or construction.
IRRIGATION LEGEND - CONTINUED
CONTINUES AT LEFT
1 gph2 gph
LEGEND
O
16.5'
16.9'
31.4'
18.3'
26.7'
17.8'
20.7'
25.0'21.2'
17.5'
13.6'
17.3'
13.6'
17.7'
23.8
'
Date:
Drawing Number
CCDOA Project No.
Sheet: of
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KIM
LEY
-HO
RN
AN
D A
SS
OC
IATE
S, I
NC
.
(702
) 862
-360
0
2240JUNE 20, 2014
126
K:\P
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\LA
S22
40L4
09.d
wg
XR
EFS
: X-T
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EPACSDNALDERETSI
GER
ARCHITECT
DA
791
P
ADAM E
LOLIR
AVENOFETATS
ISSUED FOR PERMIT
LAND
SCAP
E CO
NSTR
UCTI
ON D
ETAI
LS
83
PLAYGROUND SHADE RAMADASCALE: N.T.S.40
MANUFACTURER: TOTAL SHADE, LLCDESCRIPTION: SYNTHESIS COMMERCIAL 95ARCHITECTURAL SHADE FABRIC, COLORS:'NATURAL' AND 'DESERT SAND' AS DETAILEDON THE DRAWINGS-OR EQUAL PER THIS DETAIL
DESIGN STANDARD:
SHADE STRUCTUREPOST (TYP.)
GROUP PICNIC FABRICSHADE STRUCTURE B, SEEDETAIL 40 ON SHEET L409
GROUP PICNIC FABRICSHADE STRUCTURE B, SEEDETAIL 40 ON SHEET L409
SHADE STRUCTUREPOST (TYP.)
COMMERCIAL 95SHADE FABRIC (TYP.)
COMMERCIAL 95SHADE FABRIC (TYP.)
COLOR: NATURAL (TYP.)
COLOR: DESERT SAND (TYP.)
COLOR: NATURAL (TYP.)
COLOR: DESERT SAND (TYP.)
NOTES:1. NO TRIANGULAR FABRIC SHADE PANELS SHALL
EXCEED A DIMENSION OF 40' ON ANY EDGE.2. ALL SHADE PANELS SHALL BE A MINIMUM OF
84" ABOVE THE HIGHEST POINT OF ANY PLAYEQUIPMENT.
3. ALL POSTS SHALL BE LOCATED A MINIMUM OF12" OUTSIDE THE DESIGNATED FALL ZONEDEFINED BY THE EQUIPMENT MANUFACTURERSHOP
DRAWINGREQUIRED
NOTICESPECIFIED PRODUCTS BY MANUFACTURERS HAVE BEEN IDENTIFIED AS ACCEPTABLE FOR USE INTHE PROJECT. BASED ON APPROVED PRODUCT SUBMITTALS, THE CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING ALL REQUIRED SHOP DRAWINGS, STRUCTURAL DETAILS, FOOTINGDESIGN AND OTHER NECESSARY CALCULATIONS PREPARED BY A NEVADA STATE LICENSEDENGINEER THAT ARE REQUIRED FOR REVIEW AND APPROVAL OF THE CLARK COUNTY BUILDINGDEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING APPLICATION, PAYING FOR,AND SECURING ALL REQUIRED PERMITS.
A nearby neighborhood to the McCarren International airport was promised a community park to revitalize an adjacent desert lot. The Clark County Community got what they were promised with $33 million towards a pivotal green space. I designed and produced a full irrigation plan, as well as significantly contributed to the site hardscape and park improvement details.
Kimley-Horn, 2014Las Vegas, NevadaCOMMUNITY PARKSIEGFRIED AND ROY PARK
411 "
43 " 43 "
43 " 43 ""1
411 "
2 "
43 "43 "
411 "
211 "
"1
2 "
"1
411 "211 "
"1
"1211 "
2 "
2 "
2 "
411 "
"1
411 "
211 "
2 "
221 "
"1
411 "
2 " 411 " "4"4
211 "
211 "
411 "
"4
"2 "143 "
"1
"1
3"
1"405.50
2 "
3"
"4
"4
"4
2"26 50.4
2"27 63.0
2"28 50.4
2"29 70.7
2"30 70.7
"4"4 1"
15.038"4
221 "
"4
6"
1"9.0024
1"0.6325
"4
"143 "
"4
"1
1"312.19
112"
3235.9
112"
3319.7
43 "
"4
1"11.534
1"3.4735
43 "
211 "
2 "
"4221 "
"4
221 "
411 "
2 "
221 "
1"3925.3
11 2"
211 "
411 "
411 "
112"
3634.5
"4
1"3.0337
43 "
4
Date:
Drawing Number
CCDOA Project No.
Sheet: of
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KIM
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(702
) 862
-360
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2240JUNE 20, 2014
153
DRAWING SCALE: 1" = 20'
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\LA
S22
40L2
04.d
wg
XR
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: X-D
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SE
X-T
BLK
X-K
MA
P S
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667
1-27
3 C
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X-B
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-LS
CP
C-8
73_G
EO
M_M
ST
1012
04 K
HA
X-IR
RG
X-P
LNT
X-IR
RG
-LE
G x
-UT
0 20 30 40 60
DRAWING SCALE: 1" = 20'0 20 30 40 60
ISSUED FOR PERMIT
IRRI
GATI
ON P
LAN
79M
ATC
HLI
NE
- S
EE
SH
EE
T L2
05
MATCHLINE - SEE SHEET L210
E RUSSELL RD
MA
TCH
LIN
E -
SE
E S
HE
ET
L203
L201L202 L203 L204 L205 L206
L207L208 L209 L210 L211 L212
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird R-VAN-1318 RD-1804-SAM-P45 141Turf Rotator, 13`-18` Hand Adjustable RotaryStream, w/RD-1800 turf spray body, 4.0"Pop-Up. With Seal-A-Matic Check Valve and 45psi in-stem pressure regulation.
Rain Bird R-1318 RD-1804-SAM-P45 7Turf Rotator, 13`-18` Rotary Stream,w/RD-1800 turf spray body on 4.0" stainlesssteel riser, with check valve and 45 psi in-stempressure regulator. 1/2" NPT Female ThreadedInlet.
Rain Bird R-1724 RD-1804-SAM-P45 102Turf Rotator, 17`-24` Rotary Stream,w/RD-1800 turf spray body on 4.0" pop-up,with check valve and 45 psi in-stem pressureregulator. 1/2" NPT Female Threaded Inlet.
Rain Bird RWS-B 450Root Watering System with 4.0" diameter x36.0" long with locking grate, semi-rigid meshtube and Rain Bird bubbler 1401 at 0.25 gpmeach. Two per tree at 0.50 gpm each tree.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTYRain Bird 5505-SS 101Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser,Standard Nozzle. Seal-A-Matic Check Valve, Adjustable 50-330 Arc,360 Non-Reversing Full-Circle. 3/4" NPT inlet. 02=Orange, 03=Red,04=Black, 05=Yellow, 06=Light Blue, 08=Dark Green, 10=Grey,12=Beige.
Rain Bird F4-PC, FC-SS 4Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser,Adjustable and Full Circle. With RemovableSeal-A-Matic Check Valve, 1" Female Threaded Inlet.
Rain Bird F4-PC, FC-SS 11Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser,Adjustable and Full Circle. With RemovableSeal-A-Matic Check Valve, 1" Female Threaded Inlet.
Rain Bird F4-PC, FC-SS 33Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser,Adjustable and Full Circle. With RemovableSeal-A-Matic Check Valve, 1" Female Threaded Inlet.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird XCZ-100-PRB-COM 1" 27Medium Plus Flow Drip Control Kit. 1" Ball Valve with 1"PESB Valve and 1" Pressure Regulating 40psiQuick-Check Basket Filter. 3gpm to 20gpm.
Rain Bird XCZ-LF-100-PRF 1" 23Low Flow Drip Control Kit, 1" Low Flow Valve,3/4" Pressure Regulating RBY Filter, and 30psiPressure Regulator. 0.2gpm-5gpm.
Rain Bird ARV075 3/4" 23/4" Air Relief Valve, installed in a 6.0" drip valve box(SEB 7XB emitter box). Use with installation below soil.
Rain Bird XB-PC Single Outlet Emitter 3,390Pressure Compensating Drip Emitters. Flow rates of1.0gph=black, and 2.0gph=red.
Area to Receive Drip Emitters 5,333 s.fRain Bird XB-6, Six-Outlet, Pressure Compensating, Drip Emitter.Flow rates of 0.5gph=blue, 1.0gph=black, and 2.0gph=red.
Area to Receive DriplineRain Bird XFD-06-12 (12) 3,771 s.f.XFD On-Surface Pressure CompensatingLandscape Dripline. 0.6GPH emitters at 12.0" O.C.Dripline laterals spaced at 12.0" apart,with emitters offset for triangular pattern.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird GB-R-PRS-D 1", 1-1/2", and 2" Brass Electric Remote Control Valves.Globe Configuration, Reclaimed Water Compatible withEPDM diaphragms and chlorine-resistant parts, and Purple HandleCover Included to Designate Non-Potable1" 31-1/2" 262" 19
Rain Bird 44-LRC 1" 81" Brass Quick-Coupling Valve, with Corrosion-ResistantStainless Steel Spring, Locking Thermoplastic Rubber Cover,and 2-Piece Body.
Rain Bird 300-BPE-PRS-D Globe 3" 13" Brass Master Valve, with Globe Configuration.With PRS-Dial Pressure Regulator Module.
Febco 880V 4" 1Reduced Pressure Backflow Preventer
Rain Bird CCU-28-S 1CCU Interface for Maxicom Only. 28 Channels,Stainless Steel Pedestal.CCU-28-SS-TE-MSP-1-FSO11-GFI-AG2401-W/grounding.
Rain Bird ESP-40SAT-2S 340 Stations Satellite Controller for Maxicom andSiteControl. 120 VAC. Two-Wire Satellite DataPath. Stainless Steel Pedestal.ESP40-SAT-SS-TE-MSP-1-WH-24-WH-48-GFI-AG2401-W/grounding.
Booster Pump 1Rainbird 250 psi volume at 25psi boost.3 phase 480 power.
Point of Connection 4" 1Municipal Line, Static PSI at 52 assumed, will boost 25psi.
Valve Number
Valve SizeValve Flow
Valve Callout
# ##"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Irrigation Lateral Line: PVC Schedule 40PVC Schedule 40 irrigation pipe. Only lateraltransition pipe sizes 1" and above are indicatedon the plan, with all others being 3/4" in size.
34" 31,476 l.f.
1" 2,607 l.f.1-1/4" 1,713 l.f.1-1/2" 1,299 l.f.2" 2,405 l.f.2-1/2" 387.2 l.f.
Irrigation Mainline: PVC Class 200 SDR 21 4" 5,558 l.f.PVC Class 200 irrigation pipe.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Irrigation Mainline: PVC Class 200 SDR 21 6" 165.2 l.f.PVC Class 200 irrigation pipe.
Irrigation Mainline: PVC Schedule 40 PVC Schedule 40 irrigation pipe.1" 642.0 l.f.1 1/4" 230.3 l.f.1 1/2" 28.3 l.f.2" 277.3 l.f.2-1/2" 66.0 l.f.3" 587.8 l.f.4" 239.9 l.f.6" 53.9 l.f.
Pipe Sleeve: PVC Schedule 40 2,304 l.f.Typical pipe sleeve for irrigation pipe. Pipesleeve size shall allow for irrigation piping andtheir related couplings to easily slide throughsleeving material. Extend sleeves 18 inchesbeyond edges of paving or construction.
IRRIGATION LEGEND - CONTINUED
CONTINUES AT LEFT
1 gph2 gph
LEGEND
O
16.5'
16.9'
31.4'
18.3'
26.7'
17.8'
20.7'
25.0'21.2'
17.5'
13.6'
17.3'
13.6'
17.7'
23.8
'
Date:
Drawing Number
CCDOA Project No.
Sheet: of
PLE
AS
E R
EC
YC
LE
6671
LA
S V
EG
AS
BO
ULE
VA
RD
SO
UTH
, SU
ITE
320
LA
S V
EG
AS
, NV
891
19
C 2
014
KIM
LEY
-HO
RN
AN
D A
SS
OC
IATE
S, I
NC
.
(702
) 862
-360
0
2240JUNE 20, 2014
126
K:\P
HX
_LA
\00-
Shi
ft W
ork\
Las
Veg
as\0
0000
0000
_McC
arra
n S
iegf
ried
& R
oy P
ark\
Cad
d\P
lans
\LA
S22
40L4
09.d
wg
XR
EFS
: X-T
BLK
X-L
SC
P-D
ET
X-L
SC
P X
-BM
x-U
T
EPACSDNALDERETSI
GER
ARCHITECT
DA
791
P
ADAM E
LOLIR
AVENOFETATS
ISSUED FOR PERMIT
LAND
SCAP
E CO
NSTR
UCTI
ON D
ETAI
LS
83
PLAYGROUND SHADE RAMADASCALE: N.T.S.40
MANUFACTURER: TOTAL SHADE, LLCDESCRIPTION: SYNTHESIS COMMERCIAL 95ARCHITECTURAL SHADE FABRIC, COLORS:'NATURAL' AND 'DESERT SAND' AS DETAILEDON THE DRAWINGS-OR EQUAL PER THIS DETAIL
DESIGN STANDARD:
SHADE STRUCTUREPOST (TYP.)
GROUP PICNIC FABRICSHADE STRUCTURE B, SEEDETAIL 40 ON SHEET L409
GROUP PICNIC FABRICSHADE STRUCTURE B, SEEDETAIL 40 ON SHEET L409
SHADE STRUCTUREPOST (TYP.)
COMMERCIAL 95SHADE FABRIC (TYP.)
COMMERCIAL 95SHADE FABRIC (TYP.)
COLOR: NATURAL (TYP.)
COLOR: DESERT SAND (TYP.)
COLOR: NATURAL (TYP.)
COLOR: DESERT SAND (TYP.)
NOTES:1. NO TRIANGULAR FABRIC SHADE PANELS SHALL
EXCEED A DIMENSION OF 40' ON ANY EDGE.2. ALL SHADE PANELS SHALL BE A MINIMUM OF
84" ABOVE THE HIGHEST POINT OF ANY PLAYEQUIPMENT.
3. ALL POSTS SHALL BE LOCATED A MINIMUM OF12" OUTSIDE THE DESIGNATED FALL ZONEDEFINED BY THE EQUIPMENT MANUFACTURERSHOP
DRAWINGREQUIRED
NOTICESPECIFIED PRODUCTS BY MANUFACTURERS HAVE BEEN IDENTIFIED AS ACCEPTABLE FOR USE INTHE PROJECT. BASED ON APPROVED PRODUCT SUBMITTALS, THE CONTRACTOR SHALL BERESPONSIBLE FOR PROVIDING ALL REQUIRED SHOP DRAWINGS, STRUCTURAL DETAILS, FOOTINGDESIGN AND OTHER NECESSARY CALCULATIONS PREPARED BY A NEVADA STATE LICENSEDENGINEER THAT ARE REQUIRED FOR REVIEW AND APPROVAL OF THE CLARK COUNTY BUILDINGDEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING APPLICATION, PAYING FOR,AND SECURING ALL REQUIRED PERMITS.
OWAKA PARKREMEDIATION + PLANTING DESIGN STUDIOSt. Paul, MinnesotaNDSU, 2013
This undergraduate studio project focused on remediating, and repurposing the Pig’s Eye Landfill in St. Paul, MN. The nearby, Indian Mounds Park, a historic site of the Native American Hopewellian culture, inspired the design concept for Owaka Park.
Celt
Abrader
Scraper
PotteryFragment
Pipe
Drill
KnifeClay
Marbles
EarSpool
CopperAxe
Beads
Teeth
AnimalBones
Shells
LANDFILL CAP
GROUNDWATER FLOW
VEGETATIVE BARRIER
PIG’S EYE LAKE
REMEDIATION PLANTS + POLLUTANTS• Fox Sedge (uptakes lead & cadmium)• Tall Fescue Grass (lead & cadmium)• Prairie Cordgrass (cadmium)• Yarrow (cadmium)• Inland Saltgrass (lead & cadmium)• Hybrid Poplars (various metals & other toxins)
CREATIVE WORKSMISCELLANEOUS STUDIO DESIGNSFargo, North DakotaNDSU, 2012, 2013
This section contains a small collection of research and travel based projects. Travelling has had a very positive impact on my life and development as a landscape architecture student. I am very passionate about travelling and the continuous learning that is associated with becoming immersed in different cultures and communities.
URBAN TRANSFORMATION MODELThe model above was designed to communicate the results of research which I conducted on the urban transformation of Barcelona, Spain as a result of the 1992 Olympics. I used hand sketches, SketchUp, AutoCAD, a laser cutter, and a wood shop to produce the model.
WAVES OF STORMSThis is an abstract graphical representation of Puerto Rico’s erratic weather conditions. Using photos I took during my travels, the graphic depicts the unpredictable weather conditions of the tropical island.
WESTERN EUROPE STUDY ABROADFor a duration of three months during the Spring of 2012, I had the opportunity to travel, and study in France, Germany, Portugal and Spain. Becoming immersed in various communities, I was able to study how culture and tradition can form the landscape.
Joseph R. [email protected]
(612) 803-5308