Climate Change Seasons Weather Shade
Doppler
PI
PLAN
EXIT TUNNEL
Environmental
RECREATION FIELDS
EDGE CONDITIONS OF THE LANDSCAPE SHAPING A SIMPLISTIC SURFACE Physical Orientation 360° Coverage
TUNNEL ENTRANCE
+ ENVIRONMENTAL CONDITIONS WHILE CREATING AN ADAPTIVE LANDSCAPE Tilt Technological Advancement
+ CIRCULATION
Area Facing Sun AT THE GARDEN E =LOOKING 32 xDOWN .12 x 5.62 kwh/m2 E = 16 x .12 x 5.62 kwh/m2 E = 12 x .12 x 5.62 kwh/m2
HYDROLOGY
Phase 4
LANDSCAPE architecture
: 1,041,125 M2 POPULATION : 80,460 RUNOFF : 68,040 M3 Vegetation 18% OF TOTAL RUNOFF AREA
Phase 5
VEGETATION
URBAN + HYDROLOGY Floating Marshland AREA : 1,083,869 M2
Section A-A’
: 84,930 RUNOFF : 71,820 M3 19% OF TOTAL RUNOFF POPULATION
Water Purification
0
2m
4m
x9
FUTBOL FIELD
+ TOPOGRAPHY : INSERTED
GARDEN CAFE
TUNNEL EXIT
x8
84 Mwh/year
CIRCULATION
SCALE 1:10
PASSIVE
104.8 g/m2
2
Area = 25,300 m2
11.3 g/m2
Root System
Phase 6
RAMP TO GARDEN FROM VAL DI CHIO
URBAN
Michael Paccone
818.726.6695 mikepaccone@gmail.com
: 1,405,990 M2 POPULATION : 107,280 Point RUNOFF : 90,720 M3 24% OF TOTAL RUNOFF
Absorber
HOUSING:
10% 15%
PLA
Ammonia RAMP DOWN TO
2,
PALIO
VAL DI CHIO FROM THE GARDEN
Nitrate
1,
Particulates ELEVATOR TO GARDEN
8.4 g/m2
Zinc
6.9 g/m2
Phosphorus
PALIO
2 5.5 g/m GARDEN
+ HYDROLOGY : Dissolved EXTENDED Phosphate 1.3 g/m2
Wind Tides Weather Wave Period AREA : 2,262,397 M2 Wave Height Environmental PLAN POPULATION : 174,330 RUNOFF :A 147,420 M3 PARKING RAMP 39% OF TOTAL RUNOFF ENTRANCE TUNNEL
Characteristics 0
.5m
1m
PARKING STRUCTURE
2m PARKING ENTRANCE & EXIT
VANTAGE POINT TOWARDS RETENTION POOL
EXISTING HILLSIDE
EXIT TUNNEL
Buoy Shape
Copper
CIRCULATION OVER CONDUIT
Quantity
70
W
PLA
Hemispherical Conical
184 Mwh/year 0 125m 250m
500m
B
COMMERCIAL:
PER 2, STA
STAIRS TO
CIRCULATION
AREA DISTRIBUTION URBAN:
4m
+ VEGETATION
CIRCULATION
AREA
2m
SEA
Nitrogen
+ HYDROLOGY : ABOVE 94.2 g/m 76.7 g/m2
1m
EVENTS
x8
Microbes (biofilm) Insects Fish Birds PARKING
PARKING CIRCULATION
0
Phase 7 Phase 8
1m
UNDERGROUND Habitat
TOPOGRAPHY
Section B-B’
PROPOSED PLANTING AREA
CIRCULATION
POOL 5 MAXIMUM VOLUME : 385,714 M3
Phase 3
URBAN
Photovolatic Thin Filmed Silicon
POOL 2 MAXIMUM VOLUME : 512,985 M3
SITE PLAN
PROCESS DIAGRAM
ENTRANCE TUNNEL
POOL 1 MAXIMUM VOLUME : 274,516 M3
Phase 2
ENHANCING THE PHYSICAL
B
PLA
+ HYDROLOGY : INSERTED
POOL 4 MAXIMUM VOLUME : 560,431 M3
B’
CIRCULATION
POOL 3 MAXIMUM VOLUME : 462,082 M3
C
Photovoltaics
THE GARDEN
A
Tangent
Systems
A’
Phase 1
Wave
Holy Se Balls
C’
Circle Packing
25%
Diameter VEGETATION: UPLAND: SLOPE: FLOODPLAIN: FLOODED:
ENTRANCE & EXIT TUNNEL
TUNNEL
LONGITUDINAL SECTIONAL PERSPECTIVE 10% 10% 20% 10%
5m STORMSCALE: CONDITIONS 1:50
A
WEST - EAST
B
MINIMUM 24 HOUR STORM CONDITIO 14,372 M3 TYPICAL 24 HOUR STORM CONDITION 32,745 M3 MAXIMUM 24 HOUR STORM CONDITIO 92,925 M3
SOUTH - NORTH
50% 0
200m 400m
800m
HYDROLOGY SYSTEM SECTIONAL PERSPECTIVE WATER:
UPLAND:
Section C-C’
SLOPE:
FLOODPLAIN:
25%
FLOODED:
2.5% 2.5% 5% 15%
0
20
40
80
1
160 m