MANIFESTO This portfolio is a small example of the abilities and creative development that has occurred through simple curiosity, ambition and dedication to the practice of Landscape Architecture. The samples in this booklet are a fraction of the work I have done throughout my college experience, including the work of previous endeavors as an Artist. My multitude of experiences through employment, formal education and personal hobbies have not only shaped me into the profession of Landscape Architecture but has been the driving force of my muse. To plainly put it, I find all aspects of Landscape Architecture fascinating, and I look to continue to understand the systems and implications of the profession. Thank you for taking the time to look through this work, I hope you enjoy.
Featured Landscape Design Projects Construction Documents
23-24 Artwork 27-30 Design Build
13-20
03-10
Featured Landscape Design Projects
R e s t i t c h Area
Location: Bunker Hill/Angel’s Knoll Los Angeles Project: An Offering to a lost public domain in a privatized city. Award winning design FALL 2015 Professor A. Wilcox
Within the urban landscape of downtown Los Angeles exists a remaining piece of Bunker Hill. The once residential dominated hillside was flattened in a 1900’s redevelopment project to make way for privatized skyscrapers, those that make up the LA skyline today. This project looked to utilize this last bit of soil as a public space. Offering an experience of traversing this hillside, while incorporating the funicular car system, Angel’s Flight; a mode of transportation that could move up and down steep hillsides, used by residence and visitors. This was proposed to remain functional as well as adding two other modes of circulation with viewing decks that contain translucent panels, offering a perspective of the historic downtown, overlaying the current Los Angeles. This project was done with a group of architecture students who had weaved structures above and below the pathway system I created. This intertwining nexus of experiences and perspectives won the Imagineers choice award as well as the best group design.
03
Silverlake Reservoir
Location: Silver Lake, Los Angeles Project: Re-purpose the Silver Lake Reservoir Spring 2015 Professor James Becerra
Silver Lake reservoir, whose purpose was to provide drinking water for the residence of south LA has recently gone off-line and will no longer be used. Nearby residence still appreciate the lake’s aesthetic qualities and wish to keep the lake full. This design proposes that the lake be utilized as a source of food production through the mechanics of aquaponics. Fish stored in the north part give nutrients to the floating grow units in the middle of the reservoir. Residence can own a floating plot of grow space, accessed by floating pathways. The master plan was developed through a group effort of Landscape Arch. Students. I worked mostly on the aquaponics design and configurations, calculating the design features to prove that this conceptual idea could work. The lower section’s design contains a wetland habitat while the far north contains a solar park that provides the energy to power the pumps required for an aquaponics system.
05
06
06
Nuetra Plaza
College of Environmental Design Cal Poly Pomona
4pm
nuetra plaza
8am
noon
4pm
w
in
te
r
so
lst
ice
sum
sol mer
sti
ce
8am
noon
Location: California Polytechnic University Pomona, CA Project: Revision Neutra plaza within the College of Environmental Design
Fall 2014 Professor Keiji Uesugi
07
This project proposes a design that offers a better reflection of the ideals and visions of an Environmental College. Currently the site lacks shade and has drainage issues during the rainy months. These were all accounted for by supplying trees, a mini detention basin located on the north end of the site, and a self sustaining cafe with solar powered Eco-roof; a design that mirrors the ideology of a environmental design college. This portion of the group design was further developed through my research and calculations. The diagram below shows the layering process of the proposed Eco-cafe.
08
Niwa Garden
Location: Balboa Park, San Diego CA
Project: Develop a children’s garden as an extension of the existing Japanese Friendship Garden Fall 2014 Professor Keiji Uesugi
This design envisioned an interactive children’s garden as an extension of the Japanese Garden located in Balboa Park, San Diego. The site is located within a miniature canyon. Due to this condition, grading the site and working with the topography was essential. This conceptual group project contains a series of experiential stations including; an oversized GO Board, a common game played by Japanese Children. An interactive water feature, utilizing deer clacks and a sheet pond. And a gardening station, educating children on gardening techniques used by Japanese garden masters. These stations support a proposed teaching program that I developed based on an existing implemented program at the Japanese Garden in Portland, Oregon. It offers a week long teaching guide that could be used by schools and after school programs near the site.
09
10
Featured Landscape Design Projects Construction Documents
23-24 Artwork 27-30 Design Build
13-20
03-10
Construction Documents
Red Rock Canyon Conservation Area
1. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING IN AREA OF EXISTING UTILITY AS SHOWN. 2. CONTRACTOR TO ESTABLISH FLOW LINE ELEVATIONS AND SLOPE OF DRAIN LINE TO PROVIDE POSITIVE DRAINAGE. 3. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES (HORIZONTAL & VERTICAL) PRIOR TO COMMENCEMENT OF WORK
Location: Red Rock Canyon, Nevada Project: Grading and Hardscape plan.
Winter 2014 Professor Keiji Uesugi
CAUTION-NOTICE TO CONTRACTOR 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATING TO REQUEST EXACT FIELD LOCATION OF UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL EXPOSE EXISITING UTILITIES AT LOCATIONS OF POSSIBLE CONFLICTS PRIOR TO ANY CONSTRUCTION. SAFTEY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. INCLUDING SAFTEY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
13
5
63
LEGEND SYMBOL
5
64
AREA 3 LIMIT OF WORK
AREA 2 LIMIT OF WORK
a
AREA 2 LIMIT OF WORK
636
NATURAL PRESERVATION AREA
GREATER THAN 4:1 SLOPE
3
4
64
5
BOTTOM OF DETENTION BASIN FG 640'
64
644.40 BS 645.75 TS
647.41
EQUIPMENT ROOM
P.A.
647.65
3
64
639 64 1
640
5 64
64
64
2.0%
0%
b
VISTA POINT AMPHITHEATER
%
0% 0% 2. 2.
647.75 FS
638.24 FS 645.58
P.A.
c
647.49
647.75
647.47
647.75 FS
2.0%
WORK
2.0% 639.72
7.8%
639.62
643.89
646.98 FS
ENTRY PLAZA
8.33% 641.81 641.71 643.79
2.0%
0%
2.
639.62
K
645
R
639
639.52 FS
a
639.04 TC
W
O
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FILED. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES AT LOCATIONS OF POSSIBLE CONFLICTS PRIOR TO ANY CONSTRUCTION.
IT OF
2.0%
641.91 641.81
2.0%
8.33%
7
647.75 FS
OUTDOOR CAFE
3.0%
646.48 FS
646.77 646.68
64
2.0%
647.75 FS 647.65 644
647.21
643.99 643.89
2.0%
AREA 1 LIMIT OF WORK
3.0%
Culvert
2.0%
ROOF GUTTER OUTLET
643
CAUTION - NOTICE TO CONTRACTOR
646.00
4.0%
b 642
3 LIM
O IT LIM EA AR
641
4.0%
4.0%
VISITOR CENTER 647.75 FFE
D
2
647.75 FS
2.0%
AREA
F
2.6% 2.0%
2.0%
W
O
R
K
2.0%
638.04 FS
5.0%
647.20 TW 645.86 BW 645.75 TW 644.41 BW 644.30 TW 642.96 BW 642.85 TW 641.51 BW
2.
2.0%
642.93 TW 641.43 BW
4
64
647.75 FS
647.75 FS
641.22
641.50 BS 642.85 TS 644.43 TW 642.95 BS 644.30 TS 645.93 TW 644.40 BS 645.75 TS 647.20 TW 645.85 BS 647.20 TS
642
4 .0
2.0%
641.12 FS
641
8.0%
5.0%
1.5%
641.27 FS 641.21 FS
0
.0%
12
2.0%
641.33
641.23 64
1. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING IN AREA OF EXISTING UTILITY AS SHOWN. 2. CONTRACTOR TO ESTABLISH FLOW LINE ELEVATIONS AND SLOPE OF DRAIN LINE TO PROVIDE POSITIVE DRAINAGE. 3. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES (HORIZONTAL & VERTICAL) PRIOR TO COMMENCEMENT OF WORK
640
647.45
2
8.
646.93
64
33
2.0%
2.0%
2.0%
2.0%
4.8%
%
641.28
P.A.
GRADING NOTES
4
0%
641.43 641.33
9
63
647.31 FS
1.3%
5.0%
3
8.33%
2.
2.0%
2.0%
643.47 643.43 643.41
8
63
642
641.50 BS
641
642.85 TS
643.56 FS 643.53
7
64
645
D
6
64
646.03 646.13 645.85 BS 647.20 TS 646.48
644
644.30 TS 642.95 BS
643
8
643.63 FS
1 64 2 64 3 64 4 64
0
64
2
64
64
63
3 64 2 64 1 64
1
64
9
63
GR 4:1 EA SL TER OP TH E AN
F
646
RESTROOM
O IT
646.59 646.59
1 EA
RESTROOM
639
639.37 TC
AR
4.0%
GIFT SHOP 647.75 FFE
LIM
647.49 647.31
647
646.59
0%
3.
646.59 FS 647.09 FG
BS 646.41
646.48 FG
647
TS 652.00
638
645
2.0%
649
2.0%
646
2.
0%
648
644
3.0%
643
647.75 FS 647.25 FG
c 651
641
639
AREA 1 LIMIT OF WORK
2
647
648
1
649
65
65
650
GREATER THAN 4:1 SLOPE
638
640
5.8%
652
638.02 TC
642
AREA 3 LIMIT OF WORK
650
PARKING AREA W/ ADA -COMPLIANT SPACES
637
3.0%
637.00 FS 637
636.76 FS
5.8%
4
636 3
64
645
3.0% 636.61 TC 636.11 BC
64
646
DESCRIPTION
FINISHED SURFACE FINISH GRADE FINISHED FLOOR ELEVATION TREAD RISER PLANTING AREA TOP OF CURB BOTTOM OF CURB TOP STEP BOTTOM STEP TOP OF AREA DRAIN TOP OF WALL BOTTOM OF WALL PROPOSED CONTOUR EXISTING CONTOUR
4
64
7
64
0
64
5
64
7
63
DROP-OFF
9 63 0 64
GREATER THAN 4:1 SLOPE
6
64
FS FG FFE T R PA TC BC TS BS TAD TW BW
2
64
1
64
636.07 TC 635.57 BC
0
637
638
63
9
64
SITE PLAN
0
SITE DESIGN BASED ON RED ROCK CANYON VISITOR CENTER, LAS VEGAS NEVADA. ARCHITECT: LINE AND SPACE ADJUSTMENTS BY KEIJI UESUGI FOR ACADEMIC USE.
20
40
60 feet
SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
1" = 20'
NORTH
14
LEGEND SYMBOL FS FG FFE T R PA TC BC TS BS TAD TW BW
BREAK / OVER FLOW DETENTION BASIN ADA RAMP
BOTTOM OF DETENTION BASIN
DESCRIPTION
FINISHED SURFACE FINISH GRADE FINISHED FLOOR ELEVATION TREAD RISER PLANTING AREA TOP OF CURB BOTTOM OF CURB TOP STEP BOTTOM STEP TOP OF AREA DRAIN TOP OF WALL BOTTOM OF WALL PROPOSED CONTOUR EXISTING CONTOUR
GRADING NOTES 1. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING IN AREA OF EXISTING UTILITY AS SHOWN. 2. CONTRACTOR TO ESTABLISH FLOW LINE ELEVATIONS AND SLOPE OF DRAIN LINE TO PROVIDE POSITIVE DRAINAGE. 3. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES (HORIZONTAL & VERTICAL) PRIOR TO COMMENCEMENT OF WORK
SECTION A-A
SWALE OFF ROOF GUTTER
SECTION B-B CAUTION - NOTICE TO CONTRACTOR
ENTRANCE TO TRAIL
SECTION C-C
NATURAL RESERVE
6" CURB w/ RAILING
AMPITHEATER
SECTION D-D
GRADING PLAN SECTIONS
0
SITE DESIGN BASED ON RED ROCK CANYON VISITOR CENTER, LAS VEGAS NEVADA. ARCHITECT: LINE AND SPACE ADJUSTMENTS BY KEIJI UESUGI FOR ACADEMIC USE.
20
40
60 feet
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FILED. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES AT LOCATIONS OF POSSIBLE CONFLICTS PRIOR TO ANY CONSTRUCTION. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
1" = 20'
NORTH
15
5
63
LEGEND SYMBOL
5
64
0
64
FS FG FFE T R PA TC BC TS BS TAD TW BW
5
64
0
64
0
64
C LS-04
NATURAL PRESERVATION AREA
B LS-04
GRADING NOTES
H LS-06 E LS-06
12'-11"
12'-11"
12'-11"
1. CONTRACTOR TO EXERCISE CAUTION WHEN WORKING IN AREA OF EXISTING UTILITY AS SHOWN. 2. CONTRACTOR TO ESTABLISH FLOW LINE ELEVATIONS AND SLOPE OF DRAIN LINE TO PROVIDE POSITIVE DRAINAGE. 3. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES (HORIZONTAL & VERTICAL) PRIOR TO COMMENCEMENT OF WORK
18'
645
640
1 12'-112"
5' 1" 16'-102
P.A.
2'
5'-1"
5'-1"
2'
EQUIPMENT ROOM
5'-1"
2'
A LS-06
P.A.
20'-3"
5'
6'-1" 5' 5' 12'-3"
0
12'-10"
5
64
A-G LS-03
640
1 16'-92"
B LS-05
64
5'
D LS-06
DESCRIPTION
FINISHED SURFACE FINISH GRADE FINISHED FLOOR ELEVATION TREAD RISER PLANTING AREA TOP OF CURB BOTTOM OF CURB TOP STEP BOTTOM STEP TOP OF AREA DRAIN TOP OF WALL BOTTOM OF WALL PROPOSED CONTOUR EXISTING CONTOUR
A-E LS-02
H LS-06
12'-10"
VISTA POINT AMPHITHEATER
D LS-04 A LS-06
P.A.
23'-3"
D LS-05
CAUTION - NOTICE TO CONTRACTOR E LS-05
1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FILED. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES AT LOCATIONS OF POSSIBLE CONFLICTS PRIOR TO ANY CONSTRUCTION.
44'-3"
OUTDOOR CAFE B LS-06
D LS-06
645
F
IT
EA
1
O
K
R
O
W
GIFT SHOP
LIM
RESTROOM
RESTROOM
AR
F LS-06 638
645
C LS-05 650
A LS-04
640
650
F LS-06
637
i LS-06
645
G LS-06 636
0
64
SITE PLAN
0
SITE DESIGN BASED ON RED ROCK CANYON VISITOR CENTER, LAS VEGAS NEVADA. ARCHITECT: LINE AND SPACE ADJUSTMENTS BY KEIJI UESUGI FOR ACADEMIC USE.
20
40
60 feet
SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
1" = 20'
NORTH
16
20'-4"
19'-6" 1" 6'-92
1
6'
1" 6'-82
7'-6"
9"
9"
9"
9"
9"
9"
9"
9"
9"
51 2"
1
2
71 2"
D LS-03
16"
3
E.Q. E.Q.
1'
1'
1" 5'-82
1'
1'
4
E.Q.
2
1'-11 2"
12'
11'-5"
9"
1'
E.Q.
14'-3"
G LS-03
1'
C2 LS-03
E.Q.
5'-9"
E.Q.
A LS-03
1'
1'
1'
9"
C1 LS-03
5
1 2"X6" WESTERN CEDAR DECKING 2 2"X6" WESTERN CEDAR FASCIA
1 6"X6" #1 DOUGLAS FIR POST 2 2"X6" DOUGLAS JOISTS - SPACING @ 16" O.C. 3 4"X6" SOUTHERN PINE BEAM - SEE DETAILS FOR POST TO BEAM CONNECTIONS 4 CONCRETE FOOTING - SEE DETAILS 5 WOODEN STAIRS - SEE DETAILS
A
1 6"X6" #1 DOUGLAS FIR POST 2 2"X6" DOUGLAS JOISTS - SPACING @ 16" O.C. 3 4"X6" SOUTHERN PINE BEAM - SEE DETAILS FOR POST TO BEAM CONNECTIONS 4 CONCRETE FOOTING - SEE DETAILS 5 WOODEN STAIRS - SEE DETAILS
B
C
G LS-03 1 2 3 4
E LS-03
5
1 2 3 4 5 6
Galvanized 4" lag bolt (pre-drill pilot hole) 2x2 DOUGLAS FIR 45 DEGREE CHAMFER 2X2 DOUGLAS FIR GALVANIZED NUT AND BOLT- SEE FRAMEWORK DETAIL 6X6 POST - CONNECTS DIRECTLY W/ FOOTING 2X8 WESTERN REDWOOD FASCIA
1 2 3 4
5
F LS-03 6
6
B LS-03
D
E
17
1
1
2
2
1
3
3 1 6"x6" DOUGLSA-FIR POST DEPENDING ON DECK HEIGHT ABOVE GRADE
1
1 2 3
SLOPE TO DRAIN
4
7"
4 1
2 STRAP ANCHOR AS POST BASE ATTACHMENT
4
3 GALVANIZED BOLT ANCHOR AS BOLTS 4 1' x 1' x 24" POURED CONCRETE FOOTING - POUR ON SITE
C1
5 AGGREGATE SUB-BASE 5
24"
6 90% COMPACTED SUB-GRADE
SCALE 1/2"=1'-0"
3 GALVANIZED BOLT 4 4"*4" DOUGLAS-FIR POST 5 2"*8" DOUGLAS-FIR JOIST 6 MECHANICAL FASTENER OR HURRICANE CLIP SEE MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS
5 5
1 2X6 WESTERN REDWOOD DECKING 1'
A
C2
B
6" 2" 2"
1
1'
T.Y.P.
2
1'-6"
6" SLOPE TO DRAIN
2 3
1" 52
4 5
5
3
FINISH GRADE
6"
6
1" 1'-22
5
2
3
1" 52
4
2'-4"
9
2
4
1" 52
1
2
4
1 1
3
7
1
3 T.Y.P.
1 2"
SPACING
1'-6"
1'-6"
4
4
2 3" GOLD PLATED DECKING SCREWS
1" 4'-112
6
6
6
4"*10" DOUGLAS-FIR BEAM
2 GALVANIZED POST CAP
POST TO BEAM CONNECTION DETAIL
2'-5"
6
2" 4"
6
7 8
10"
13
9 11 12
2'-5"
EQ.
10
13 14
7
EQ.
8
SIDE ELEVATION
10"
FRONT ELEVATION
9"
SECTION B-B'
FRONT ELEVATION
1 2X4 WESTERN REDWOOD
4 3" WOOD SCREWS - COUNTER SINK AND FILL
1 2"*10"DOUGLSA-FIR STRINGER
4 GALVANIZED STRAPS
2 2X6 WESTERN REDWOOD
5 2X6 WESTERN REDWOOD
2 2"*4"DOUGLSA-FIR TREADS
5 1"*2" DOUGLAS-FIR SPACERS
8 90% COMPACTED SUB-GRADE
3 GLUE CONNECTION
6 "L" SHAPED BRACKETS W/ 1" WOOD SCREWS
3 1"*6"DOUGLSA-FIR FACIA
6 CONCRETE FOOTING
9 1"*10" DOUGLAS-FIR FACIA
7 AGGREGATE SUB-BASE
1 2"*6"DOUGLSA-FIR CONTINUOUS CAP RAIL
6 2"*4"DOUGLSA-FIR BOTTOM RAIL
2 2"*4"DOUGLSA-FIR TOP RAIL
7 2"*6"DOUGLSA-FIR DECKING
3 4"*4"DOUGLSA-FIR POST
8 MECHANICAL FASTENER OR HURRICANE CLIP
4 2"*2"DOUGLSA-FIR BALUSTER 6" O.C. 5 GALVANIZED SCREWS
D
E
SEE MANUFACTURER'S RECOMMENDATIONS FOR ADDITIONAL REQUIREMENTS 9 4"*8"DOUGLSA-FIR JOIST
10 4"*10"DOUGLSA-FIR BEAM 11 2"*4" DOUGLAS-FIR CLEATS 12 4" LENGTH SPIRAL NAIL
13 1"*10" DOUGLAS-FIR FACIA 14
3 8"GALVANIZED
BOLTS
F
1
1
2 3 4
2
3 4
5
5 6
6
7
7
STL. CONNECTOR
5
4"*8" SANDWICH BUILD-UP BEAM INSET INTO POST
2
2"*2" NATURAL COLOR DOUGLAS FIR CROSS TIE
6
COUNTER SUNK CARRIAGE BOLTS
3
STL. BEAM/RAFTER CONNECTOR/ CARRIAGE BOLTS
7
8"*8" NATURAL COLOR DOUGLAS FIR POST
4
4"*4" NATURAL COLOR DOUGLAS-FIR RAFTER
1
G
18
8"
1 1 CHAMFER 2" @ 45 DEGREES @ ALL EDGES
8"
4"
1 STONE VENEER (BUILDERS DIRECT- COLOR MAHOGANY #10079707) 2 8"X12" CONCRETE MASONRY UNITS
2 #3 NOSING REBAR WITH 2" CLEARANCE 3 #3 NOSING REBAR @ 16" O.C. HORIZONTAL TYP.
7 95% COMPACTED SUB-GRADE
4
1 2"
MORTAR BED
5 CONCRETE EXPANSION JOINT
5 CONCRETE PAVERS (SEE PLAN FOR DETAIL) 6 AGGREGATE SUB-BASE - 34" DIA. COARSE AGGREGATE
3 #3 NOSING REBAR WITH 2" CLEARANCE
1
4 CONCRETE EXPANSION JOINT
6 CONCRETE PAVERS (SEE PLAN FOR DETAIL)
2
1
7 AGGREGATE SUB-BASE - 34" DIA. COARSE AGGREGATE 95% COMPACTION 8 95% COMPACTED SUB-GRADE
2 3
1 CONCRETE PAVER COPING 2 STONE VENEER (BUILDERS DIRECT- COLOR MAHOGANY #10079707) 3
1 2"
MORTAR BED
4 8"X12" CONCRETE MASONRY UNITS 5 #3 NOSING REBAR WITH 2" CLEARANCE 6 CONCRETE EXPANSION JOINT 7 CONCRETE PAVERS (SEE PLAN FOR DETAIL) 8 95% COMPACTED SUB-GRADE 9 AGGREGATE SUB-BASE - 34" DIA. COARSE AGGREGATE 95% COMPACTION
3
4 1" 4'-112
4
5'-6"
1' 1 2
5
3 4 5
2'
6 2.0%
7
2.0%
5 6
7
4"
7
8
6
1'
8
1'
8"
1'
9
4" 2' 1' 2'-4"
3'
A
B
C
1 1'-4"
1'-4"
1
8"
2 1" 12
1'-6" 8"
3
2
1 WATER PROOF LINER 2
3 4"
DIA. COARSE AGGREGATE, LOOSE COMPACTION ALLOW FOR DRAINAGE
3 #3 NOSING REBAR @ 16" O.C. HORIZONTAL TYP.
1'-6"
4 #3 NOSING REBAR WITH 2" CLEARANCE
4 5
2'-4"
3
5 2" WEEPING HOLE- SCH. 40 PVC 6
1 2" CONCRETE EXPANSION JOINT 7 3" PERFORATED FRENCH DRAIN FLOW TOWARDS DAYLIGHT
4
3'
8 AGGREGATE SUB-BASE - 34" DIA. COARSE AGGREGATE 95% COMPACTION
6
5
9 95% COMPACTED SUB-GRADE
7 8
6 6"
8"
7 8
1'
9
8" 8" 2'-6" 1 WATER PROOF LINER 2 SANDSTONE SEAT W/ 1/4" MORTAR BED 3 #3 NOSING REBAR @ 16" O.C. HORIZONTAL TYP. 4 #3 NOSING REBAR WITH 2" CLEARANCE
2'
5 CONCRETE EXPANSION JOINT 6 CONCRETE PAVERS (SEE PLAN FOR DETAIL) 7 AGGREGATE SUB-BASE - 34" DIA. COARSE AGGREGATE 95% COMPACTION 8 95% COMPACTED SUB-GRADE
D
E
19
1 2 3 4 5 6 7 8 9
TUBULAR STEEL HANDRAIL 121" DIAMETER INSTALLED IN CENTER OF CONC. CURB CONC. CURB 6" HIGH X 6" WIDE CONC. STEPS (SEE PLAN FOR COLOR FINISH AND NUMBER OF RISERS AND TREADS #3 NOSING REBAR WITH 2" CLEARANCE CHAMFER 21" @ 45 DEGREES @ ALL EDGES #3 NOSING REBAR @ 16" O.C. HORIZONTAL TYP. DECOMPOSED GRANITE PATH (SEE PLAN) AGGREGATE SUB-BASE - 34" DIA. COARSE AGGREGATE 90% COMPACTED SUB-GRADE 1
2
3
2
1
3
4
5
5'
5
4
1'-6"
6
2'-11"
12" 1'-6"
6" 6"
1'-8"
7
7
2% SLOPE
6"
5"
8 9
1'
6"
8
18"
8" 6"
1'
1'
6"
6"
LEGEND: 1'-1"
1. 2. 3.
4" 6"
6"
1'
4. 5. 6. 7. 8.
6"
1'
6"
6"
CONCRETE EXPANSION JOINT HORIZONTAL #3 REBAR @ 16" O.C. CONCRETE SEAT WALL (SEE PLAN FOR COLOR, FINISH) #3 NOSING REBAR W/ 2" CLEARANCE CHAMFER 21" @ 45 DEGREE PAVING (SEE PLAN FOR COLOR, FINISH) AGGREGATE SUB BASE @90% COMPACTION 95 % COMPACTED SUB-GRADE
36"
6"
6"
6
B
A
1
2
3
4
1 2 3
3'-00" 6" 5 1'-2" 2"
1'
6
2"
1'
2. 3. 4. 5. 6.
BLUESTONE CAPPING ON CHEEK WALL -SEE PLAN FOR DETAIL 14" BLUESTONE TREAD SET ON 21" MORTAR BED. 1 2" CONCRETE EXPANSION JOINT 4" CONCRETE PATHWAY AGGREGATE SUB BASE @90% COMPACTION 95 % COMPACTED SUB-GRADE
3"
3" 1 1/2" DIA. STEEL RAILS & POST
P.A.
P.A.
4
6"
1"
4"
1.
C
6"
5'-00"
POST 4'-0" O.C.
10"
1'-00"
6"
12"
5
6"
6 32"
12"
1'-1"
1 2 3 4 5 6 7
D
TUBULAR STEEL HANDRAIL AT CURB-2" DIA. (SEE DET._,SHT_.) CONC. PAVING W/SCORELINES EXP.JTS. COLD JTS. (SEE DET._,SHT_.) 6"x12" CONC. CURB W/EXP. JTS. #3 HORIZONTAL REBAR @16" O.C. (BOTH DIRECTIONS TYP.) AGGREGATE SUB-BASE (COARSE 3 4" DIA.) 90% COMPACTED SUB-GRADE CONSTRUCT STAMPED CONCRETE PAVING PER DETAIL D, SHEET L-3. FINISH TO BE BEIGE COLOR WITH SMOOTH TROWEL FINISH.
HANDICAP RAMP 6"
6" POURED IN PLACE CONCRETE WALL EXPOSED AGGREGATE FINISH
NOTES:
PAINT ALL METAL w/2 COATS CHROMATIC PRIMER & 2 COATS FLAT BLACK
E
20
Featured Landscape Design Projects Construction Documents
23-24 Artwork 27-30 Design Build
13-20
03-10
Design Build
Emergent Bench
2" x 4" Recycled Pine - Sanded w/ Polyurethane Finish 2x4 Recycled Pine- Rip Cut in half - Sanded w/ Polyurethane Finish 2'
Plasma Cut 14" Steel Frame
4'
2" Gold Decking Screws w/ 1/4" Washers 2" x 4" Recycled Pine - Sanded w/ Polyurethane Finish 1'-3"
Outside Rib - 3" wide Plasma Cut 41" Steel Inside Rib - 1.5" wide Plasma Cut 41" Steel
1'-3"
℄ FG
1'-6"
1'-3"
℄ 2" Gold Decking Screws W/ 41" Copper Washers
Isometric view NTS
Front Elevation
11"
Project: Competition design/build for a bench to be placed in San Diego Japanese Friendship Garden
Award Winning Bench Design
Utilizing steel and wood, this bench design emerges from the landscape. It’s curves and industrial appeal was a process that took CAD details, a CNC Laser cutter and welding a steel frame. After constructing the frame, the next step was to pinch and screw pieces of recycled 2x4’s [sanded and varnished] between the framework to ultimately create this award winning bench. It now sits at the Japanese Friendship Garden in Balboa Park, San Diego, California.
5" 6'-68 4'
2'
1'-8"
Top View
Winter 2014 Professor Keiji Uesugi
23
24
Featured Landscape Design Projects
13-20
Construction Documents
23-24 Artwork 27-30 Design Build
03-10
Artwork
Artwork
This personal collection of artwork was all part of a showcase that was on display with two other local artists. The show was located in San Diego, CA on June, 15th 2011. Some items were sold at that show and rest at various times following the showcase.
June 2011
Title: Attraction Media: Spray Paint and Ink on wood Size: 4 ft x 4 ft
27
Title: Magic Hour Media: Spray Paint and Ink on wood. Size: 24”x24”
28
Title: Vegas Moon Media: Spray Paint and Ink on wood Size: 36”x18”
29
Three Part Love Series Media: Spray Paint and Ink on wood Size: Varies Love the Sun 48”x48” Amourex de Vous 36”x60” Fairy Dust 36”x48”
30
Thank you for your consideration... Corey Cameron 503.619.6158 c.camerondesigns@gmail.com