a n d r e w
HATCH landscape d p eo rs t if og l ni o
I was born and raised in San Diego exploring acquatic and terrestial environments. After deciding to pursue my passions of natural environments and design following the economic events of 2008, I earned my Masters in Landscape Architecture from the University of Arizona. Working in a small landscape architecture firm has given me the opportunity to see and participate in all phases of a project. I look forward to continue working toward earning licensure and making our community a better place one project at a time.
_WORK
LANE GOODKIND AND ASSOCIATES [2016-2017] Landscape Designer
DRACHMAN INSTITUTE, UNIVERSITY OF ARIZONA [2015] Research Technician
HATCH PROPERTIES [2010-2013] Associate
US BANK/SAN DIEGO NATIONAL BANK [2006-2010] Commercial Loan Representative
COSTAR GROUP [2005-2006] Research Associate
_EDUCATION
UNIVERSITY OF ARIZONA [2013-2016] Master of Landscape Architecture
UNIVERSITY OF CALIFORNIA, BERKELEY [summer 2012] [In]Land Program
UNIVERSITY OF SAN DIEGO [2004-2005] Master of Science in Real Estate
UNIVERSITY OF CALIFORNIA, SANTA BARBARA [1998-2002] Bachelor of Arts, Economics; Minor in Art History
_AWARDS
Design Excellence Award, University of Arizona [2016]
Design Excellence Award [Hon. Mention], University of Arizona [2015]
_SKILLS
Adobe Creative Suite [Photoshop, Illustrator, InDesign, Acrobat] Microsoft Office [Word, Excel, PowerPoint] Vectorworks AUTOCAD SketchUp
_AFFILIATIONS
Associate Member, ASLA MEMBER, SAN DIEGO YACHT CLUB MEMBER, SAN DIEGO RIVER PARK FOUNDATION
We are a landscape of all we have seen. - Isamu Noguchi
TABLE OF CONTENTS PROFESSIONAL WORK
LAKE CACHUMA MARINA RESTAURANT BRIDGE CHURCH VASQUEZ RANCH SHADDEN RESIDENCE GABBERT RESIDENCE UNIVERSITY GLEN LEASING CENTER VISUAL EXPLORATIONS
ACADEMIC WORK
[MULTI[FUNCTIONAL URBAN REPOSE SONORAN RESILIENCE
06 10 12 20 26 28 30 32 40 46
TABLE OF CONTENTS
LAKE CACHUMA MARINA RESTURANT
location: LAKE CACHUMA, SANTA BARBARA COUNTY, CA CLIENT: SANTA BARBARA COUNTY PARKS ROLE: ASSISTED IN DEVELOPMENT OF DESIGN, RESEARCHed REGULATIONS for compliance with ABC rules, drafted and prepared drawing package
HARDSCAPE LAYOUT PLAN
6
erche EMU
LAKE CACHUMA
ENLARGED PLAN
HARDSCAPE PLAN
7
DETAILS
FRONT ELEVATION
REAR ELEVATION
LEFT SIDE ELEVATION
8
LAKE CACHUMA
RIGHT SIDE ELEVATION
PLANTING PLAN
PLANTING PLAN
9
BRIDGE CHURCH
location: CHINO, CA CLIENT: ELEMENTS ARCHITECTURE ROLE: DRAFTED AND RENDERED PLAN, ASSISTED WITH DEVELOPMENT OF concept and GRADING/FFE considerations, selection of appropriate tree and plant material
SCHEMATIC LANDSCAPE PLAN
10
BRIDGE CHURCH
SCHEMATIC LANDSCAPE PLAN
11
VASQUEZ RANCH
location: GAVIOTA, CA CLIENT: OWNER ROLE: assisted with siting structures and fire department “hammerhead,” assisted with drafting and preparation of drawing package including details and irrigation layout
HARDSCAPE LAYOUT PLAN
12
VASQUEZ RANCH
HARDSCAPE PLAN
13
ModuLe - 237-257 LuMens ft. - 2.98 W./ft.
P
PoWer sHort PitCH WHite sPeCifiCation Cold White 6500K
(Power short Pitch)
57 LuMens ft. - 2.98 W./ft.
Natural White 4000K
Warm White 3000K
Warm White 2700K
liniLed PsP toP
P o W e r s H o r t P i t C H Extruded W H i t reflector e s P ewith C i foptically iCation clear encapsulation of LEDs. dimensions: 1/4”h x 1/2”w
Truly energy saving. Cold liniLED® Power Natural cification grade IP68 waterproof flexWhite White 6500K 4000K ot requiring heat sinking. Very low eny and the longest life possible. Direct
Warm Warm Curving direction: White White 3000K 2700K
backlighting, rative lighting for coves, liniLed PsP toP plications. No UV orExtruded IR. Indoors reflectorand with optically liniLed PsP side encapsulation of LEDs. reflectors the highlyclear flexible UV stabiExtruded reflector with optically dimensions: 1/4”hadx 1/2”w niLED® Power protection for permanent against clear encapsulation of LEDs. Curving direction: aterproof flex- in 33’ Rapid mounting long runs with dimensions: 1/2”h x 1/2”w
g. Very low enossible. Direct
Curving direction:
bles horizontal bends to be made for s, backlighting, with an asymmetric reflector. R. Indoors and liniLed PsP side xible UV stabiam DurisE3adPower LEDs, ensure Extruded reflector with optically on against clearLED encapsulation long operation for longest life. of LEDs. runs with 1/2”h x 1/2”w mmable for smooth dimensions: dimming control. Curving direction: es installation and specification.
DETAILS
o be made for ions flector.
Power Connector set, Push fit connection no stripping or soldering required. 3’ or 16’.
™ E3
s, ensure t, LED life.
Natural 4k / Warm White, 3k / mmingWhite control. CRI 85 ification.
Mounting & diMensions
al White - 257.9 lumen/ft
8 lumen/ft
0.3”
Power Connector set, Push fit connection no stripping or soldering required. 3’ or 16’.
50" (H6xW12mm)
0.70”
39” Lengths
ntinuous runs, field cuttable every
ite, 3k /
Mounting & diMensions Mounting Channel, Clear PET self-adhesive backed, grips liniLED tightly 0.3”
for perfectly straight runs in minimum space. Apply to coves, surfaces or inside liniLED aluminum extrusions. Cut with scissors or craft knife.
cted connectors)
0.70” 39” Lengths Mounting saddle - screw every mounting with tie wrap C. Resistant to salt water,Mounting Channel, Clear PET self-adhesive backed, grips liniLED to secure strip. tightly d solvents for perfectly straight runs in minimum space. Apply to coves, surfaces or
W/m).
inside liniLED aluminum extrusions. Cut with scissors or craft knife.
Modulation; DMX.
(Magnetic Power supplies)
ears limited warranty
wattage power supplies, gth and number of runs
Mounting saddle - screw mounting with tie wrap to secure strip.
s; Clear PET adhesive backed mounting d sets; extension cords; s and diffusers
RoHS. UL, ETLcs, CE
511 N. Virginia Ave., Azusa, CA 91702 t 626-969-6140 f 626-609-4288 e sales@organiclighting.com
HS. UL, ETLcs, CE
Azusa, CA 91702 t 626-969-6140 f 626-609-4288 e sales@organiclighting.com
14
VASQUEZ RANCH
DETAILS
15
IRRIGATION PLAN
16
VASQUEZ RANCH
IRRIGATION PLAN
17
IRRIGATION DETAILS
18
VASQUEZ RANCH
IRRIGATION DETAILS
19
SHADDEN RESIDENCE
location: ROLLING HILLS, LOS ANGELES, CA CLIENT: owner ROLE: assisted with drafting and preparation of drawing package including details and irrigation layout
HARDSCAPE PLAN EAST
0
20
X
OAD
X
X
X
X
X X
R
IT NGB
X
4 L1.04
RI
25'-0"'
2
18 7
0
19
1
5 L1.04
22
24
X
X
X
6
X 3 L1.04
50'-0"'
X X
9
X X
3
23 5
8
X
4
X
X
X
X
12
1 L1.04
X 7 L1.04
22'-2"
15
X
10
19
16
6'-5 "
X
5
X 1'-3
"
X 7'-4
"
21
6 L1.04
13 20
2 L1.04
6'-1
0"
X
1 L1.03
11
170
15'-
0"
14
X GB1
X 17
160
GB1
"'
X 20'-0
SHADDEN RESIDENCE
GB1
20
GB1
0
10
20
30 FT
MATCH LINE, SEE SHEET L1.02
X
KEYNOTES
REMOVE (E) WALL, REPLACE WITH (N) STONE VENEER CONTOURED STAIR TO MATCH EXISTING
KEYNOTES
(N) FLAGSTONE PAVING TO MATCH EXISTING X
6.
(N) FLAGSTONE VENEER STAIRS TO MATCH EXISTING
7.
CRUSHED ROCK PATHWAY
8.
(E) TREE TO BE REMOVED
9.
(E) TREE TO REMAIN, TYP.
X
10. (N) SPA @ (E) POOL STAIR LOCATION 11. (N) FIREPLACE/HEARTH 12. (N) OUTDOOR KITCHEN W/ GAS GRILL 13. (N) RETAINING/SEAT WALL, STUCCO FINISH TO MATCH EXISTING, 3'-6" HT MAX. 14. (N) WOOD RAISED PLANTER BEDS, TYP.
X
180
X
R
I EG
S T ER
X
4375
S
AP
19. (N) STAIR, 5 RISERS @ 7.5" MAX., 4 TREADS @ 14"
E
AR
C
X
X
7 L1.03
22. (E) WALL TO REMAIN 23. (E) HEDGE TO REMAIN, TYP.
All design, Ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of the Landscape Architect and
(N) PORTUGUESE STONE PAVING
5.
(N) FLAGSTONE PAVING TO MATCH EXISTING
6.
(N) FLAGSTONE VENEER STAIRS TO MATCH EXISTING
7.
CRUSHED ROCK PATHWAY
8.
(E) TREE TO BE REMOVED
9.
(E) TREE TO REMAIN, TYP.
12. (N) OUTDOOR KITCHEN W/ GAS GRILL
5 L1.04
6
22
24 2
shall neither be used on any other work nor be disclosed to any other person for any use whatsoever without written permission. Written dimensions shall take
13. (N) RETAINING/SEAT WALL, STUCCO FINISH TO MATCH EXISTING, 3'-6" HT MAX.
2 L1.03
precedence over scaled dimensions and shall be verified at the job site. Any dimensional discrepancy shall be brought to the attention of the Landscape
14. (N) WOOD RAISED PLANTER BEDS, TYP.
Architect prior to the commencement of work.
Title
ENLARGED PLAN
DATE
ISSUED FOR
9/8/17
Client Review
DATE
ISSUED FOR
15. (E) WALL TO BE MODIFIED AS OUTDOOR KITCHEN BACKSPLASH 3 L1.04
3
16. (N) GATE AND SCREEN FENCE, MATCH EXISTING 5
8
17. (E) WALNUT TREE TO REMAIN
4
C
S
18. RELOCATED MAILBOX
AND
16 0
1
4.
11. (N) FIREPLACE/HEARTH
0
REV#
REMOVE (E) WALL, REPLACE WITH (N) STONE VENEER CONTOURED STAIR TO MATCH EXISTING
X
7
19
ISSUE#
3.
10. (N) SPA @ (E) POOL STAIR LOCATION
H
P: 805-845-5707 C: 805-637-7905 info@lanegoodkind.com www.lanegoodkind.com
24. (N) WALL TO MATCH EXIST. 1
X
E
CALIFORNIA
C
18. RELOCATED MAILBOX
(N) PEDESTRIAN ENTRY GATE
X
LANE GOODKIND
AND
17. (E) WALNUT TREE TO REMAIN
2.
D
16. (N) GATE AND SCREEN FENCE, MATCH EXISTING
21. (N) STL PERGOLA
X
2
15. (E) WALL TO BE MODIFIED AS OUTDOOR KITCHEN BACKSPLASH
20. ESPALIERED FIG TREES TO REPLACE HEDGE
X
7 Ringbit Rd East Rollingn Hills, CA
3
X
IT EC
5.
170
(N) PORTUGUESE STONE PAVINGX
(N) VEHICLE ENTRY GATE
190
SHADDEN RESIDENCE
190 X 4.
1.
R
(N) PEDESTRIAN ENTRY GATE
3.
160
(N) VEHICLE ENTRY GATE
2.
190
1.
19. (N) STAIR, 5 RISERS @ 7.5" MAX., 4 TREADS @ 14"
5
X
20. ESPALIERED FIG TREES TO REPLACE HEDGE
date
22. (E) WALL TO REMAIN
P: 805-8 C: 805-6 info@la www.lan
23. (E) HEDGE TO REMAIN, TYP.
All design, Ide specifications
21. (N) STL PERGOLA
160 DRAWN BY LG
X
SHEET NUMBER
24. (N) WALL TO MATCH EXIST.
GB1
X
L1.01F X
MATCH LINE, SEE SHEET L1.01
17-03 SCALE 1/8"=1'-0"
issued for
X
rev
PROJECT NUMBER
4
150
shall neither b any use whats
precedence ov dimensional di
Architect prior
HARDSCAPE PLAN
Title 21 ENLA
2'-2" 1'-8"
12'-0"
3'-4"
HINGE STONE VENEER PILASTERS TO MATCH VENEER ON SITE
6'-0"
QUENTIN PENDANDT SCONCE
DETAILS
WROUGHT IRON FASTENING WROUGHT IRON STRAPPING
2"
4
WROUGHT IRON WOVEN STRAPPING 1" x 3/16" GRID
4'-6"
4'-6"
2X6 WOODEN FRAME
NOTE: ELEVATIONS ARE THE SAME FRONT AND BACK
MAIN ENTRY GATES Scale: 1/2" = 1'-0"
3
M
S
1'-0" SPARK ARRESTER 2'-1" 3'-2"
12'-5"
TROWLED STUCCO FINISH TO MATCH EXISTING
(N) RETAINING/SEAT WALL FIREBOX STONE HEARTH TO MATCH (E) PAVING
(E) PAVING
(N) RETAINING/ SEAT WALL
2'-6 1/2"
1'-6"
2'-0"
3'-8"
2'-10"
3'-1"
6'-10" 4'-7" SIDE ELEVATION
2 22
POOL TERRACE FIREPLACE Scale: 1/2" = 1'-0"
SHADDEN RESIDENCE
FRONT ELEVATION
PLAN
1
STERS ON SITE
STONE VENEER STEPS TO MATCH EXISTING STEPS ON SITE
ELASTERS R ON SITE VEN DT " GRID
8 1/4"
4'-4"
ASTENING
3 04
L1.
(E) TREAD, WALL, MODIFY TO 13" MEET (N) WALL AT END RISERS, MIN OF 6” MAX OF 7.5" ELEVATION DRIVEWAY, VARIES PER PLAN (E) WALL, MODIFY TO
1'-6"
8 1/4"
STRAPPING
3 04
L1.
TREAD, 13" (N) WALL, STUCCO FINISHMIN AND OFSTONE 6” MAXCAP RISERS, TO OF 7.5"MATCH (E) WALL
STONE VENEER STEPS 4'-4" 1'-6" TO MATCH EXISTING STEPS ON SITE
TENING ME
RAPPING WOVEN 16" GRID
(N) WALL, STUCCO FINISH AND STONE CAP TO MATCH (E) WALL
MEET (N) WALL AT END 12" MIN.
SECTION
Scale: 1/2" = 1'-0"
PLAN
MAIN ENTRY STAIR WALKWAY STONE VENEER STEPS TO MATCH EXISTING STEPS ON SITE
(N) WALL, STUCCO FINISH TO MATCH (E) WALL
5 STONE VENEER STEPS TO MATCH EXISTING STEPS ON SITE
13
2'-6 1/2"
11
(N) WALL, STUCCO FINISH TO MATCH (E) WALL
6
13
2'-6 1/2"
11 2'-11"
5
I
4"
2"
6
3
7
9
8
2'-11"
4
12
10
3
9
8
10
4'-4 3/8"
SECTION 1
6'-0" 1.
KITCHEN APPLIANCE
2.
CIP CONCRETE COUNTERS
3.
(E) PAVING TO REMAIN
1 --
2'-3"
1
SECTION 1 7
1 --
FRONT ELEVATION
2
4
FRONT ELEVATION 12
R
2 1
4"
Scale: 1/2" = 1'-0"
2"
3
E01
PLAN
12" MIN.
SECTION MAIN ENTRY STAIR WALKWAY
3
E01
DRIVEWAY, ELEVATION VARIES PER PLAN
2'-6 1/2"
2'-3"
4'-4 3/8"
6'-0"
2'-6 1/2"
1. KITCHEN APPLIANCE 4. (E) WALL
PLAN
POOL TERRACE OUTDOOR KITCHEN
1
8.
24” PULL-OUT OUTDOOR WASTE & RECYCLING CABINET K-RY-24-PO
9.
12” NARROW RACK STORAGE K-STOR-12
P
10.
30" STORAGE CABINET K-STOR-30 8. 24” PULL-OUT OUTDOOR WASTE & RECYCLING CABINET K-RY-24-PO 11. BRICK COUNTER ENDS, PAINTED TO MATCH POOL CABANA 9. 12” NARROW RACK STORAGE K-STOR-12
5.
2. CIP CONCRETE COUNTERS 52” COMBINED WOOD AND GAS GRILL, K1000HB
6.
3. (E) PAVING TO REMAIN 2" THICK CONC. COUNTER
12.
21"3 DRAWER CABINET K-3DRW-21 10. 30" STORAGE CABINET K-STOR-30
7.
4. (E) WALL MATCHING STAINLESS STL TOE KICK, TYP
13.
52” COMBINED WOOD AND GAS GRILL, K1000HB
(E) WALL TO BE MODIFIED AS (N) BACKSPLASH 11. BRICK COUNTER ENDS, PAINTED TO MATCH POOL CABANA
6.
2" THICK CONC. COUNTER
12.
21"3 DRAWER CABINET K-3DRW-21
7.
MATCHING STAINLESS STL TOE KICK, TYP
13.
(E) WALL TO BE MODIFIED AS (N) BACKSPLASH
POOL TERRACE OUTDOOR KITCHEN Scale: 1/2" = 1'-0"
S
5.
Scale: 1/2" = 1'-0" PLAN
1
1 S A
DETAILS
23
FRONT ELEVATION
6
MASTER SUITE PERGOLA Scale: 1/4" = 1'-0"
DETAILS 12" MIN.
EQ Scale: 1/4"EQ= 1'-0"
POSTS (SEE INSET) EQ
EQ
EQ
9"
(E) PAVING TO BE REMOVED PER PLAN TO ALLOW FOR VINE PLANTING POCKET
1'-2"
CONC FOOTING, TYP. ALL POOL TERRACE20'-4" PERGOLA SECTION
3
(N) VINE PLANTING POCKET, GRAVEL FILL
ORNAMENTAL VINES
9'-6"
2X2X0.25 SQ STL TUBE, TYP. (E) PAVING TO REMAIN
HOUSE TERRACE PERGOLA SECTION
(E) PAVING
2X2X0.25 SQ STL TUBE
Scale: 1/4" = 1'-0"
STEEL PLATE, WELD TO PERGOLA POST
(E) STAIR
2
12" CONC FOUNDATION BOLTS, (4) PER POST, TYP.
1'-8"
(E) WALL
5 1
KEYNOTES
CO
EQ
1.
REED INFILL
2.
(E) STAIRS TO REMAIN
EQ EQ
1'-2"
EQ
EQ
EQ
EQ EQ
EQ EQ
5 1
4. 5.
EQ
KEYNOT
PLANTING AREA, TYP. VINE PLANTING POCKET, TYP. 20'-6"
(N) STEEL PERGOLA
EQ
4 L1.03
EQ
EQ
EQ
EQ
EQ
EQ
1
3 3 L1.03
EQ
EQ
2
5
4 L1.03
2
KEYNOTES 1.
REED INFILL
2.
(E) STAIRS TO REMAIN
3.
PLANTING AREA, TYP.
4.
VINE PLANTING POCKET, TYP.
5.
(N) STEEL PERGOLA
5
6 L1.03
4
3
6 L1.03
4
1
POOL TERRACE PERGOLA Scale: 1/4" = 1'-0" 2
2 SHADDEN RESIDENCE
2
HOUSE TERRACE PERGOLA
HOUSE TERRACE PERGOLA Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0"
2
1.
RE
2.
(E)
3.
PLA
4.
VIN PO
5.
(N)
3
5 L1.03
Scale: 1/4" =3.1'-0"
2
24
EQ
HOUSE TERRACE PERGOLA SECTION
EQ
4
20'-6" TYP. ALL CONC FOOTING, POSTS (SEE INSET)
EQ
4
WELD S SEAMS
12" CONC FOUNDATION HOUSE TERRACE PERGOLA SECTION CONCRETE FOOTING BOLTS, (4) PER POST,Scale: TYP. 1/4" = 1'-0"
1'-8"
7
STEEL PLATE, WELD TO FINISH GRADE PERGOLA POST
SIDE ELEVATION
3
12'-0" EQ
EQ EQ
EQ WELD STL TUBING AT ALL SEAMS, TYP.
3'-2"
EQ
REED INFILL R 27'-10 3/8"
PLAN
13'-6"
12'-0"
9"
EQ EQ
EQ
EQ
(E) HOUSE WALL
EQ
9"
EQ
EQ
PLAN
(E) PAVING, TYP. (E) RISER, TYP.
2X2X0.25 SQ STL TUBE, TYP.
R 27'-10 3/8"
9'-6"
3'-2" REED INFILL
9'-2"
WELD STL TUBING AT ALL SEAMS, TYP.
2X2X0.25 SQ STL TUBE, TYP.
13'-6" EQ
EQ
(E) PAVING
9"
(E) HOUSE WALL
9"
CONC FOOTING, TYP. ALL POSTS (SEE INSET) 2X2X0.25 SQ STL TUBE, TYP.
CONC FOOTING, TYP. ALL POSTS
9'-2"
(E) PAVING, TYP. 9'-6"
2X2X0.25 SQ STL TUBE, TYP. (E) RISER, TYP.
(E) PAVING CONC FOOTING, TYP. ALL POSTS (SEE INSET)
FRONT ELEVATION
7
CONC FOOTING, TYP. ALL POSTS
SIDE ELEVATION
6
MASTER SUITE PERGOLA Scale: 1/4" = 1'-0" FRONT ELEVATION
7
Scale: 1/4" = 1'-0"
SIDE ELEVATION
Scale: 1/4" = 1'-0"
WELD STL TUBING AT ALL SEAMS, TYP.
HOUSE TERRACE PERGOLA SECTION
6
MASTER SUITE PERGOLA
Scale: 1/4" = 1'-0"
EQ
(N) VINE PLANTING POCKET, GRAVEL FILL
20'-4" EQ
EQ
EQ
EQ
9"
20'-4" EQ
EQ
EQ
EQ
EQ
9"
(E) PAVING TO BE REMOVED (N) VINE PLANTING POCKET, PER PLAN TO ALLOW FORFILL GRAVEL VINE PLANTING POCKET (E) PAVING TO BE REMOVED
ORNAMENTAL VINES
PER PLAN TO ALLOW FOR VINE PLANTING POCKET
12" MIN.
W S
HOUSE TERRACE PERGOLA SECTION
ORNAMENTAL VINES
1'-8"
1'-8"
(E) PAVING TO REMAIN
2X2X0.25 SQ STL TUBE, TYP. 9'-6"
9'-6"
12" MIN.
2X2X0.25 SQ STL TUBE, TYP. (E) PAVING TO REMAIN 2X2X0.25 SQ STL TUBE 2X2X0.25 SQ STL TUBE
(E) PAVING
STEEL STEEL PLATE, WELD TO PLATE, WELD TO PERGOLA POST PERGOLA POST
(E) STAIR (E) WALL
12" CONC FOUNDATION BOLTS, (4) PER POST, TYP. 12" CONC FOUNDATION BOLTS, (4) PER POST, TYP.
(E) PAVING (E) STAIR (E) WALL FINISH GRADE
CONC FOOTING, TYP. ALL POSTS (SEE INSET)
CONCRETE FOOTING
CONC FOOTING, TYP. ALL POSTS (SEE INSET) 1'-2"
4
4
3
1'-2" HOUSE TERRACE PERGOLA SECTION Scale: 1/4" = 1'-0"
HOUSE TERRACE PERGOLA SECTION 20'-6"
Scale: 1/4" = 1'-0" EQ
EQ
5 EQ
EQ
20'-6"
EQ
EQ
EQ
1
KEYNOTES 1.
REED INFILL
DETAILS
25
PO
Sc
GABBERT RESIDENCE
location: ROLLING HILLS, LOS ANGELES, CA CLIENT: owner ROLE: drafted and prepared drawing package, prepared mwelo compliance worksheet
PLANTING PLAN
26
GABBERT RESIDENCE
PLANTING PLAN
27
UNIVERSITY GLEN LEASING CENTER location: ROLLING HILLS, LOS ANGELES, CA CLIENT: owner ROLE: drafted and prepared drawing package
LANDSCAPE PLAN
28
UNIVERSITY GLEN LEASING CENTER
LANDSCAPE PLAN
29
VARIOUS DESIGN/CONCEPT DEVELOPMENT VISUALIZATIONS
recreating/repurposing single family residential as retail/commercial with a focus on urban art + artists
recreating/repurposing single family residential as retail/commercial with a focus on urban art + artists
30
DESIGN/CONCEPT DEVELOPMENT
VISUALIZATIONS
31
[MULTI]FUNCTIONAL location: OXNARD, CA connections explored: COMMUNITY TO NATURAL RESOURCE AND HABITAT applications used: AutoCAD, Photoshop, Illustrator, InDesign, SketchUp Existing corridor networks in the urban fabric such as drainage channels often parallel transportation networks, including railroads and roadways. Railroads and drainage channels have a unique similarity: along side their reach often exists unused and neglected space. Communities were typically separated from infrastructural networks by walls and fences, essentially condemning the corridors to cut through neighborhoods, often becoming liabilities. However, a new attitude is emerging, one that sees the potential of the connections and linkages these systems have established, as well as a new appreciation for the possibility of creating ecological and recreational amenities from these previously overlooked spaces. Many highly developed urban areas are essentially built-out, the result being that urban remnant space has become more valuable, especially as community capital in areas where few park and recreational opportunities exist. In Oxnard, California all these previously described elements come together in a unique phenomenon where a mosaic of land use types (i.e. residential, agricultural, and industrial) is cut through by concrete drainage channels and local commercial railroads, creating left over and neglected space adjacent to these networks.
32
[MULTI]FUNCTIONAL
QUESTION How can a single-function infrastructural element and the remnant space in the urban fabric it creates be reimagined as a multi-functional community amenity that connects residents to ecological and recreational assets? This project explores the possibility of re-imagining a section of remnant space adjacent to the Ormond Lagoon Waterway (OLW) and the Ventura County Railroad (VCRR) in Oxnard, CA. Oxnard sits on the Oxnard Plain, a low-lying alluvial plain between the Pacific Ocean and several mountain ranges. The area is criss-crossed by channelized and non-channelized drainage waterways. The project site sits on one of the channelized drains, the Ormond Lagoon Waterway, which empties into the Ormond Lagoon about one mile downstream. The site is next to a residential area and is also bisected by the Ventura County Railroad.
SITE CONTEXT
oxnard
agricultural runoff
residential runoff
santa ynez mountains
industrial runoff
site
residential runoff
oxnard plain site pacific ocean
los angeles
OLW
industrial runoff site
santa monica mountains
site
SITE CONTEXT
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LOCATION
The site exists in close proximity to established ecological patches and school facilities, suggesting an opportunity to establish positive connections between educational and ecological entities. 0.5
1.0 mile
The site is surrounded by residential, industrial, and agricultural uses. This implies a varied hydrologic input source for OLW from these three different land use types.
LAND USE site open space wetlands schools
OLW
open space residential
site
watercourses ocean industrial agricultural site boundary
34
[MULTI]FUNCTIONAL
pacific ocean
hueneme road
CONCEPTS blue/green • • •
terrestrial/aquatic connect/buffer residents/natural systems
PROS
• • •
Ample room for habitat Opens residential area to park Creates 2 unique spaces
CONS • •
Channel remains as is Difficult to connect spaces
broken pause
• • •
pause: water/people slowed/reflection new space/interaction
PROS
• • •
Naturalizes waterway Creates several focal spaces Creates several pedestrian paths
CONS • • •
High % of site dedicated to waterway Scattered program elements Potentially awkward circulation
river runs through it • • •
re-meander lengthen new spaces
PROS
• • •
Creates 2 new large spaces Ample space for water treatment Lengthens waterway
CONS • •
Stream remains channelized Minimal habitat creation
CONCEPT DEVELOPMENT
35
FINAL CONCEPT MASTER PLAN The final concept is a refinement of the Broken Pause concept. The design treats the site as two separate zones that interact with visitors in different ways, yet remain connected physically and visually. The infrastructural pause encourages visitors to slow and reflect on nature and their place within the urban fabric around them. The active, recreational portion of the site is connected to the passive, ecological portion of the site by a pedestrian viewing bridge. The ecological side provides ecological services such as runoff infiltration and cleansing, as well as opportunities for habitat establishment through a reintroduction of a coastal sage scrub and alkali riparian planting scheme. This area also serves as a basin to divert potential flooding in the adjacent residential area. The recreational side provides recreation space for all age groups as well as for social interaction of residents. The porosity of this corridor is enhanced through the removal (or breaking) of sections of the sound wall separating the residential area from this once underutilized corridor. The viewing mound also functions as a mitigating element for the loss of the sound wall
36
[MULTI]FUNCTIONAL
viewing mound
broken sound wall
playground area 6-23 months
naturalized bank
playground area 2-5 years
greenway
seating/steps
playground area 5-12 years
breaking of concrete channel
diversion dam/rocks
railroad
forebay
naturalized bank
constructed wetland
viewing area pedestrian bridge ENTRY PLAZA
75’
150’
300’
MASTER PLAN
37
FOCUS AREAS In order to naturalize and lengthen the watercourse, the OLWs concrete walls break with sections of naturalized (approximate slope of 1:3) embankments, suggesting the breaking and re-thinking of old infrastructural systems. At this point in runoff’s journey the majority is diverted into the three stage constructed wetland, further slowing the runoff, while cleansing and infiltrating it as a gesture to what the area may have looked like and functioned before industrial development. A pedestrian bridge spans over this zone, offering areas for viewing the wetland as well as the ocean and distant mountains.
1 VIEW LOOKING NORTH AT GREENWAY AND PLAY AREAS
38
[MULTI]FUNCTIONAL
a
b
a’
3 1
b’
2
2 VIEW LOOKING NORTH AT WETLAND
3 VIEW LOOKING NORTHEAST AT GREENWAY
a
a’
railroad
OLW + infiltration
habitat island
constructed wetland
naturalized bank
b’
b
viewing mound path
viewing mound path
railroad
greenway
play area
OLW + infiltration
VISUALIZATIONS
naturalized bank
39
URBAN REPOSE location: PRAGUE, CZECH REPUBLIC connections explored: water (RUNOFF AND GREYWATER) to site, BUILDING, AND CITY applications used: AutoCAD, Photoshop, Illustrator, InDesign partner: SWAN ZHUDI [DESIGNED ARCHITECTURE AND PRODUCED BUILDING RENDERINGS] Urban Repose was developed, as part of a larger master plan, in response to the site’s location adjacent to a major roadway as a means to mitigate traffic noise for the users and treat runoff and building greywater. While the urban area surrounding the site is congested, noisy, and gritty, the interior space eenclosed by the buildings is calm and contemplative. The building houses students and the facilities associated with the creative arts: poetry, painting, sculpture, culinary, music, and dance. The landscape functions as a primary capture and channel device in the concept of collecting and treating runoff and greywater through a constructed wetland (as secondary treatment). The buildings and their systems are organized by the noise and hydrology of the existing site. The concept promotes the collection of people, light, and water as interconnected community. The multiple systems are integrated into both the buildings and the landscape, allowing for the treatment of approximately 10,000 liters of wastewater per day, all while providing habitat creation potential and a sense of tranquility in juxtaposition to the chaos of the surrounding city.
40
URBAN REPOSE
DESIGN DEVELOPMENT
Urban runnoff is directed toward the constructed wetlands. The collection of water facilitates the potential of creating a desirable place for users.
Traffic noise invades the space making it less desirable for users. Therefore, architecture and landforms fulfill the noise abatement strategy.
To calm the user experience, architecture was proposed to mitigate noise. An introverted attitude was taken towards the street edge, further focusing the site programming inward toward the wetland.
design intent: create Monet-esque paradise within gritty urban fabric
site
• • • •
response to location adjacent to major roadway mitigate noise for users calm/meditative space juxtaposes surrounding urban grit building houses creative/performing arts
insert
• •
collection of people, light, and water as interconnected community systems are integrated into both the buildings and the landscape
SITE CONTEXT
41
MASTER PLAN The intent of the original master plan was to create a retention basin that directed urban runoff to this constructed wetland. However, there was no response strategy developed against the noise that is created by nearby traffic. The question was raised “Is it possible that this constructed wetland can be utilized more than just a utilitarian perspective? Can this constructed wetland be a place of leisure and relaxation within Prague 7?” As a result, we proposed a solution that mitigated the nearby traffic noise, and created an area that sharpens and enhances the newly constructed habitat for people to gather by and enjoy. Each of the building program spaces are designed to look upon the wetlands.
water treatment plant runnel from water treatment plant viewing mound/buffer
sidewalk, typ. terrace
A
patio
2 1
wetland
terraced greywater REED BED filter/viewing steps
A’ performance stage
viewing mound/buffer
permeable paving, TYP. wetland exit
42
URBAN REPOSE
A
A’
1
MASTER PLAN + RENDERINGS
43
Wastewater Treatment System
1. Runoff from Street
2. Greywater Collection
3. Terraced Reed Bed
4. Settling Tank & Trickle Filter
To constructed wetland / pond
Terraced Reed Bed Filtration System:
1. Permeable Pavers
2. Gravel & Sand
3. Reeds
4. Retaining Wall
To constructed wetland / pond
Treated flow from trickle filter in building To wetland
44
URBAN REPOSE
WASTEWATER TREATMENT SYSTEM
45
SONORAN RESILIENCE location: University of Arizona, Tucson connections explored: water to site to users to desert applications used: AutoCAD, Photoshop, Illustrator, InDesign, SketchUp partner: Lee Eubank [produced birdseye VIEW renderings on pages 50, 51, and 54] The design, at the University’s Science Concourse, proposes a solution for stormwater management that is scalable, resilient, and modular. The site is 5.5 acres of disconnected parking lots, paths, gathering spaces, bare soil, and well maintained desert garden beds. It serves as a major pedestrian corridor for students and faculty accessing the campus from surrounding student housing and parking lots. The Concourse is bounded to the west and north by a 100 year flood plain that is prone to seasonal flooding. Runoff from the site contributes to this flooding problem.
46
SONORAN RESILIENCE
goal
Create an ecologically resilient, functional, and inviting campus site that combines an integrated water management system with a desert oasis experience based on the form and adaptation of the Saguaro (Carnegiea gigantea) cactus.
objectives
1. Manage runoff through a decentralized system that infiltrates, filters, and detains stormwater 2. Enhance the performance and health of a Sonoran Desert urban area 3. Create inviting urban experience for users and encourage building users to engage/create community
SITE CONTEXT tucson
river
nt
sa
rillito
z ru
ac riv er
u. of arizona
I-10
INTRO + SITE CONTEXT
47
CONCEPT DEVELOPMENT OPPORTUNITIES + CONSTRAINTS 3
2
6
7 9
7
5
8
1
4
3
8
2 4
OPPORTUNITIES
CONSTRAINTS
1. reduction/slowing of runoff 4. roof and landscape runoff 5. activation of pedestrian friendly mall 7. creation of central and secondary axes 8. central location for stormwater management
6. FFE within 1� of 100-year flood elevation 2. building entrances 3. limited entry points for off-site runoff collection 9. existing building footprints
CONCEPT
SITE
expand + contract
+
Saguaro Cactus Carnegiea gigantea
48
9
SONORAN RESILIENCE
INTENT: UTILIZE RUNOFF AND HVAC CONDENSATE AS EXPRESSION OF HUMAN WATER CONSUMPTION IN ARID ENVIRONMENT
incremental
mu l
ic am
evolving
retroactive
RESILIENT LANDSAPE
ar cal tis
elastic dyn
Ideas and Application: The repeated pattern of the cactus form creates opportunities to convey, slow, and store stormwater and create distinct spaces and microclimates of sun/shade, wet/dry areas, and high/low elevation. Variation of cactus species creates distinct and multi-functional spaces for users.
ing
Design Insights: Cacti exemplify the ability to
seasonally expand and contract in reaction to drought and the intense monsoonal rains of the Sonoran Desert. This notion of resiliency has enabled them to thrive in this extreme environment for millennia.
cumu lati ve
self re gul at
recyc lab le
tive adap
Applying resilient design strategies to arid landscapes presents unique challenges. The Sonoran desert is partially defined by the bi-seasonal precipitation pattern which delivers monsoonal rain in the late summer and winter rain from Pacific storms. This phenomenon has allowed for the relative lushness of the Sonoran Desert and the evolution of unique plant species that have successfully adapted to and are dependent upon this pattern. If resiliency can be defined as the ability to transition between multiple stable states, and adaptive capacity is a system’s “robustness to changes in resilience (Gunderson 2000),” then this design strives to create a landscape that thrives year-round, mitigating the monsoonal runoff from intense summer storms, storing winter rain for later use, while providing a flexible and modular approach to adapt to future climatic changes. It has been suggested that adaptability, then, “is essential to both resilience and sustainability (Wu 2013).”
socio-ecologic multifunction
qu a
e ativ lat
The team looked to the surrounding environment to understand what factors enabled native plants to survive and thrive in the arid Sonoran Desert and asked, “How has the symbol of the Sonoran Desert, the Saguaro cactus, successfully adapted to the bi-seasonal precipitation pattern and the heat and sun of its environment.” The answer is that the Saguaro protect themselves when young by establishing themselves under a nurse plant’s shade and act like a sponge in response to summer rains by absorbing and storing as much water as possible through cellular expansion. During dry periods the Saguaro then utilizes stored water. The team used this concept of “expand and contract” to guide a design solution for the site. The problem of high volumes of rapid runoff generated by monsoons and the site’s location within a subwatershed with flooding implications during 100-year storm events were the main design challenge. Research suggested the implementation of green infrastructure strategies as lower cost and creating higher external benefit possibilities in approaching the runoff problem. The team adopted a low impact development (LID) design strategy for the site that emphasized site scale and “small and close to the source (Thompson and Sorvig)” in an attempt to interconnect runoff detention basins and building HVAC condensate collection basins, creating spaces that provide shade and habitat for the benefit of human and animal users.
CONCEPT DEVELOPMENT
49
FINAL CONCEPT MASTER PLAN a infiltration terrace
TURF infiltration basin
condensate pool RUNNEL TO SWALE
b
permeable plaza D.G. PAVING, TYP.
b’ a’
BRICK PAVING, TYP. SEAT WALL, TYP
permeable plaza swale exit PERMEABLE UNIT PAVING, TYP.
50
SONORAN RESILIENCE
runoff into swale
outcomes
condensate pool RUNNEL TO SWALE
100%
permeable surfaces
300%
tree canopy
200%
swale
bridge over swale, TYP
infiltration basin, TYP.
PERFORMANCE STAGE/ PLATFORM
gathering space
100% 0
50
100
200’
rainfall kept onsite during 60 minute 100-year storm
FINAL CONCEPT MASTER PLAN
51
basins and sub-watersheds volume depth (cf) (ft)
area basin (sf) 1 2 3 4 5 6 7 8 9
6,175 1,050 650 1,400 625 950 3,000 1,075 5,000
5,000
2
2,000 500 2,500 500 1,400 15,000 1,600 7,500
2 2 2
9
8
7
6
5
4
3
2
1
2 4 4 4 3
bldg. roof watershed 3
total area (sf) storage requirement (cf)
watershed 2
basin
watershed 1
82,000
136,000
108,000
7,500
18,000
10,500
watershed overflow cistern
SECTIONS infiltration water flow
a
a
sidewalk
52
SONORAN RESILIENCE
infiltration terracing
sidewalk
B
B’
building condensate
condensate storage
overflow capture + conveyance
condensate pool
swale
overflow storage
runoff enters basin via swale side-diversion weir
expand + contract
100yr 50yr 5yr
a’a’ a’
seating
path
overflow storage
basin
swale weirs
swale
SECTIONS
53
OUTCOMES basin expansion + contraction OUTCOMES
basin post-rain event
• • • • • •
Capacity to handle a 100 year flood event Increased permeable surfaces by 100% Increased canopy cover by 300% Reduced runoff to predevelopment rates Implemented LID stormwater management principles Created usable and enjoyable pedestrian spaces existing
proposed
impervious surface desert landscaping permeable surface dry basin
human thermo-comfort
impervious evaporation ecosystem services urban heat island surfaces reuse of
demo materials tree canopy habitat native/near-native solar rainwater vegetation time of reflectance storage concentration social infiltration micro-climates space 54
SONORAN RESILIENCE
MATERIALS
Permeable Pavers
Re-purposed Concrete
Re-purposed Brick
Perforated Steel Bridges
Brick and concrete urbanite are used for paving materials near benches or along the swale and basin edges. Throughout the site native trees of the Sonoran Desert were chosen to provide shade for visitors and habitat for urban wildlife and pollinators.
Desert Willow Chilopsis linearis
Arizona Sycamore Platanus wrightii
Velvet Mesquite Propsopis velutina
Desert Museum Palo Verde Parkinsonia x ‘Desert Museum’
Summary Sonoran Resilience at the Science Concourse demonstrates ecological resiliency through its ability to slow, capture, and infiltrate 36,000 cf of rainwater from a a 100 year, 60 minute storm event. Due to ecorevelatory design, visitors to the site witness a properly planned, functioning, and aesthetically appealing stormwater management system. This system promotes the health of the Concourse’s soil, urban wildlife, and plants. 195 native trees planted throughout the concourse reduce irrigation demand, especially when supplemented by seasonal water captured in the swale and basin system. Trees are expected to develop a 300% increase in canopy cover from previous conditions, which can mitigate the urban heat island effect and creates a more comfortable outdoor experience during hot desert days. Multiple gathering spaces for large and small, formal and informal events are located strategically throughout the concourse. Permeable pavers and turf help absorb additional rainwater runoff.
SUMMARY
55
A N D R E W G. H A T C H andrew.hatch@gmail.com 6 1 9 . 3 1 8 . 1 2 0 0