HEJING FENG’S PORTFOLIO Selected Works 2012 - 2016
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Central Business Sector of Park 10 Merit Award in 2016 TX ASLA Student Design Competition 09/2015 - 04/2016 Final study project Individual work
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CENTRAL BUSINESS SECTOR OF PARK 10 SYSTEMATIC DESIGN APPROACHES IN URBAN DEVELOPMENT
Addicks Reservoir
Park 10
Barker Reservoir
Downtown Houston
SITE CONTEXT
Existing Sidewalk
Projected Bikelane
Existing Building Heights
Existing Land Use
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DESIGN CONCEPT
CENTRAL BUSINESS SECTOR
PARK 10
SITE PLAN 16 16
16 8 4 3
17
5 6
18
2
5 1
18
15 12
9
18
10
11
14 13
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1. 2. 3. 4. 5. 6. 7. 8.
Convention Center Transit Center Hotel (Roof Garden) Shopping Mall Pedestrian Bridge Fire Station Retail and Restaurant Mixed-use Office
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9. Welcome Plaza 10. Transit Square 11. Exhibition Park 12. Outdoor Stage 13. Fountain Plaza 14. Multi-functional Field 15. Pedestrian Oriented Street 16. Green Trail
17. Street Garden 18. Rain Garden
N
0
100
200
400 ft
8
9
I. CREATE A VIBRATE ECONOMIC HUB
commercial hotel convention transportation office
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street lights
seating facilities
bus shelters
rain gardens & bio-swales
bike lane
es & sidewalk
II. ENHANCE ACCESSIBILITY
bike rack
BUS bus vehicle CAR pedestrian PEDESTRIAN
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III. GROW GREEN access & linkage transit center
comfort & image
convention
food & drink
commercial
sociability
office residential
events art & activities recreation
grow
green
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vehicle lane park area vehicle lane 10’ 20’ 10’
STREETSCAPE
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LINEAR PARK STREET
screen
ACCESS & LINKAGES
COMFORT & IMAGE
SOCIABILITY
USES & ACTIVITIES
EXHIBITION PARK
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Research Center of Thompson & Grace Medical City 10/2013 - 12/2013 Studio project Individual work
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SITE LOCATION & MASTER PLAN
SITE PLAN
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DESIGN DETAILS
DESIGN SYSTEMS
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Mixed-use Development for Ink Lake Community 10/2012 - 1/2013 Studio project Individual work
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SITE LOCATION & USER ANALYSIS
User Needs - Building Functions - Building Form
FORMATION & DESIGN EVOLUTION
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WATER SOLUTIONS
Rainwater Harvesting System
DESIGN SYSTEMS
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DESIGN DETAILS
Waterfront Trail
Sports Field
Waterfront Stage
Office Buildings
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Bamboo Bridges and Towers in Urban-village 3rd Place ILASA Prize of 2012 IFLA Internation Student Design Competition 5/2012 - 8/2012 Team work
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SITE LOCATION & MAIN ISSUES
DESIGN SOLUTION DIAGRAM
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BAMBOO BRIDGE STRUCTURE
FUNCTIONAL SPACES & TOWERS
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Comprehensive Master Plan for Terry Hershey Park 6/2014 - 8/2014 Intern Project Team work
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SITE ANALYSIS
MASTER PLAN
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REDUCE NEGATIVE ENERGY
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PROMOTE POSITIVE ENERGY
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Construction Documents 1/2014 - 4/2014 Course Project Individual work
LAYOUT PLAN & SECTION KEY 143'-10"
Gazebo R6' 18'
R1 '
26'
9'-10"
109' S 86째49'30" E
Bioswale
2'-8"
Curb cut
4 " '-6
'-6
T L
R1
"
6 18'
9'
11'-6" 82'
'
'-6"
17'-6"
2'
R1
9'
9' 9'Typ
R1 '
9' 9'Typ 10'-9" 10'-3"
R3
Planting Bed
R1
' R1
N 3째10'30" E
5'-4"
R2
2'
5
25'
R1
2
R1
'
P.O.B
3
15'-7"
9'Typ
17'
59'-2"
9'
26'
17'-6" 17'-6"
9'
4'
Bioswale Drain
5'-2"
4'
Walk
R1
Existing curb
17'-6"
104' 9'
'
2'-2"
8'Typ
R1
10'
3'-11" 9
12'-2"
8'
19'-9"
2'
37'-10"
Kyle Street
6'
20' 4' 4' 4'
10'
5'-8" 6' 6'Typ
13'
16'
6'-9"
95'-11"
21'-11"
4'-10"Typ
16' 16'
14'-10"
6'
16'
Rain Garden
4'-10"
10'-9"
14'
Sign
68'
Water Art 4'-10" 4'-10"Typ
17'-11"
7'-3"
Living Wall
3'-11" 6'
8' 3'
2' Porous R12' Pavers
R1
20' 6' 5'-10"
2'-9"
Mixed-Use Center
Handrail
Langford Drive
24'-3"
24'
7
8
5" 9'R1
8'Typ
24'
12'
1
8'Typ
1'
8'
24'
12'-2"
28'-2"
43'
49
12'-6"
25' 27'
Iron Rod
BM Spike in Pole, 99.05
10 0
20 30
GRADING & DRAINAGE PLAN 95
Langford Drive
94
8 96
1
Mixed-Use Center Living10Wall
97.00
96
96.25
96.25
93
11 8' x 16' Arbor FF 99.70
99.45
TC 95.00 BC 94.50
96
Kyle Street
HP 98.25
98 SWALE G=0.05
99
97
96.50
Underground Cistern
3
Walk
TC 98.95 BC 98.45
TC 95.66 BC 95.16
TC 95.05 BC 94.55 TC 98.90 BP BC 98.40 3.5%
98.20
TC 99.29 BC 98.79 BP
N 3째10'30" E
2
95
13
Porous Concrete Parking Lot
97
TC 99.30 BC 98.80
HP 98.50
98
Iron Rod S 86째49'30" E 99 BM Spike in Pole, 99.05
BP
TC 93.75 BC 93.25
Texas A& Landscape LAND Sprin
Dumpsters Screened by 6' x 8" Wall
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98
SWALE G=0.04
97
97
96
96
95
95
93
91
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TC 95.15 BC 94.65 TC 95.52 BC 95.02
Gazebo
94
Curb cut TC 94.90 BC 94.40
TC 95.16 BC 94.66 BP 95
96
90
TC 93.80 BC 93.30
TC 94.14 BC 93.64
2%
4
TC 98.80 BC 98.30
Draw
Planting Bed
3.5%
5
98
99
TC 94.65 BC 94.15
BP TC 94.90 BC 94.40
TC 98.70 BC 98.20
Porous Pavers
92
FF 97.00
Bioswale
96.50
99.20
99
89
Bioswale Drain
14
99.20
5%
TC 93.80 BC 93.30
2%
12
99
Existing curb
BP
TC 94.62 TC 94.14 BC 94.12 BC 93.64
Rain Garden
98
98
BP
94
Water Art
99.20
TC 95.00 BC 94.50
Sign
Gradin Draina
Porous Pavers 2%
96.00
96.50
97
93
95
96.00
9
Covered Patio Handrail
50
TC 94.25 BC 93.75
Mixed-
94
94
93
10 0
92 20
92 30
1"=20'-0
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PLANTING PLAN 4 QUE TEX 60L
3 PRU CAR 60L
Porous Pavers 735 SIS ANG flat
RIB VIB 31 221 4L
Handrail
2 BER THU 20L
SIS ANG 888 flat
MUH RIG 1 037 flat
3 DAL BLA 20L NER OLE 3 20L
MUH RIG 1 233 flat
6 JUS AM2 20L
20 ASC IN2 20L
EQU HY2 4 20L DAL BLA 3 20L
NER OLE 3 20L
5 ASC IN2 20L 3 NER OLE 20L 1 280 SIS ANG flat
RIB VIB 71 842 4L DAL BLA 5 20L
DAL BLA 7 20L
17 CAL BEA 20L
NER OLE 5 20L
4 BER THU 20L
5 DAL BLA 20L
11 EQU HY2 20L
VIO CAN 3 816 flat
36 143 RIB VIB 4L
QUE TEX 4 60L
1 179 MUH RIG flat
PHY IN3 35 20L
LOB CA2 5 20L RIB VIB 47 178 4L
CAL BEA 6 20L
6 NER OLE 20L
EQU HY2 19 20L
MUH RIG 591 flat 4 NER OLE 20L
T L
JUS AM2 22 20L
53 709 RIB VIB 4L
RIB VIB 48 705 4L
SIS ANG 4 366 flat 5 AES PAV 60L
TEU FRU 17 20L JUN EA2 6 60L CAL BEA 13 20L
PHY IN3 22 20L
BAC HAL 20 20L
10 0
20 30
BUDGET & IRRIGATION PLAN
Water Budget and Maintenance Plan
Planting Schedule (Ground)
PLANT_SCHEDULE
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MODERATE WATER USE HIGH MAINTENANCE
MODERATE WATER USE MODERATE MAINTENANCE
LOW WATER USE MODERATE MAINTENANCE
LOW WATER USE LOW MAINTENANCE
Drawn By:
Texas A&M University Landscape Architecture LAND 331/614 Spring 2014
Drawn By:
Mixed-Use Center
10
L3
20
1"=20'-0"
0
TORO DZK-EZF-1-LF Valve TORO DL2000 3/4" Header, 18" Lateral Spacing, 18" Emitter Spacing
1
2
30
TORO DZK-EZF-1-LF Valve TORO DL2000 3/4" Header, 18" Lateral Spacing, 18" Emitter Spacing
Irigation Plan Irrigation Schedule
AR FV
WM
1-1/2" Type K Copper Connets to 1" Water Meter Static Pressure 76 psi 1-1/4" TORO Double Check Valve 1-1/4" TORO Bronze Gate Valve
Zone 1, 35 Min. Per Week Zone 2, 35 Min. Per Week Zone 3, 35 Min. Per Week Zone 4, 35 Min. Per Week Zone 5, 35 Min. Per Week Zone 6, 35 Min. Per Week
FV AR
FV
TORO DZK-EZF-1-LF Valve TORO DL2000 3/4" Header, 18" Lateral Spacing, 18" Emitter Spacing
6
AR FV
Texas A&M University Landscape Architecture LAND 331/614 Spring 2014
FV
TORO DZK-EZF-1-LF Valve TORO DL2000 3/4" Header, 18" Lateral Spacing, 18" Emitter Spacing
3
6" Schedule 80 PVC Sleeve
Drawn By:
AR
Mixed-Use Center
6" Schedule 80 PVC Sleeve
Texas A&M University Landscape Architecture LAND 331/614 Spring 2014
10 FV
0 TORO DZK-EZF-1-LF Valve TORO DL2000 3/4" Header, 18" Lateral Spacing, 18" Emitter Spacing
4
L5
20
Mixed-Use Center
1"=20'-0" 30
AR
TORO DZK-EZF-1-LF Valve TORO DL2000 3/4" Header, 18" Lateral Spacing, 18" Emitter Spacing
5
AR
0
10
L8
20
1"=20'-0" 30
DETAIL SECTIONS CONCRETE PAVERS ON SAND
2
1
DOWELED EXPANSION JOINT
CONCRETE CURB AND GUTTER TIGHT JOINT WITH SAND 4"˟8"˟2" CONCRETE PAVERS 2" SAND BED 4" COMPACTED AGGREGATE BASE
FULL DEPTH 1/2"EXPANSION JOINTS W/STAINLESS STEEL DOWEL (1/2"DIA.˟18"LENGTH) AT 24" O.C. PLASTIC SLEEVE AT ONE END
6"
1'
CONCRETE GUTTER PITCHED GUTTER 3, #4 REBAR REINFORCEMENT 2 1/2" POROUS ASPHALT SURFACE COURSE
1'
2"
4" CONCRETE SLAB 6˟6˟10˟10 WWM.
2" CRUSHED STONE AGGREGATE BASE 6" AGGREGATE SUBBASE
4" AGGREGATE SUBBASE
PREPARED SUBGRADE
PREPARED SUBGRADE
Sandblasted 4" Concrete Sidewalk with Expansion Joint Scale 1/4"=1'-0"
DOUBLE WYTHE BRICK MASONRY
2
Concrete Curb and Gutter with Brick on Sand Scale 1/4"=1'-0"
1'-5" 1'-4"
4'
BRICK CAP UTILITY 3 5/8" ˟3 5/8"˟11 5/8"
1'
BRICK CAP CLOSURE 3 5/8" ˟3 5/8"˟7 5/8" VENEER BRICK MODULAR 2 1/4" ˟3 5/8"˟7 5/8"
3 5/8"
6 16" PIER
CMU 8˟8˟16
CONCRETE FOOTING
1'
#3 REBAR 32" O.C. VOIDS FILLED WITH MORTAR
4'
1
CAP OVERHANG
8'-4"
GALVANIZED WALL TIES
WIRE JOINT REINFORCING EVERY THIRD COURSE 1/2" EXPANSION JOINT WITH SILICONE FILLER STAINLESS STEEL DOWEL (1/2"DIA.˟10"LENGTH AT 24" O.C. PLASTIC SLEEVE AT ONE END
2" MULCH TO BOTTOM OF TREE GRATE
TREE GRATE OPENING TREE GRATE
NON-BIODEGRADABLE FABRIC SEPARATOR TO PREVENT WEED GROWTH
4" CONCRETE SLAB 6×6×10×10 WWM
B Section of Tree Grate Scale 1/4" =1'-0" 7
4" 8"
8"
1/2"
6˟6˟10˟10 WWM ROOT BALL WRAPPED IN BURLAP CUT OPEN 1/3" OF TOP
PREPARED SUBGRADE 5" AGGREGATE SUBBASE
1" RUBS AMENDED SOIL BACKFILL
CONCRETE FOOTING COMPACTED BASE
2'
1'
8" AGGREGATE BASE
Section of Brick Veneer Wall
Scale 1/4"=1'-0"
1/2" x 1" x 1/4" THICK GRINDING PADS FOR LEVELING - TYP. 4 OR MORE PLACES
2" AIR AND WATER PIPE
3'-8 3/4"
6 #4 REBAR CONTINUOUS
6
4'
1 1/2"
CONCRETE PAVING
1'
53
A 7
Section of Tree Planting
Scale 1/4"=1'-0"
C Plan of Tree Grate Scale 1/4" =1'-0" 7
3.5% SLOPE CONCRETE PAVER ON SAND
6" POROUS CONCRETE
5
8" CONCRETE BLOCK EDGE
EXISTING CURB
6" NO.57 AGGREGATE BASE RESERVOIR
POROUS POROUS PAVERS CONCRETE
DRAIN PIPE GEOTEXTILE
3
SUBGRADED SOIL
Planting Bed
4 2, #4 REBAR
PLANTING SOIL SURFACE
2" THICK SAND BED
6" PLANTING SOIL
1'-6"
2"
1'
Porous Concrete Scale 1/4"=1'-0"
3" CONCRETE PAVER 2" NO. 8 STONE BEDDING 1/2" SAND FILL OPENING 7" NO.57 AGGREGATE BASE RESERVOIR 12"×6" CONCRETE BAND 1/2" EXPANSION JOINT 2% SLOPE CONCRETE PAVING
CONCRETE BLOCK EDGE
4"˟8"˟2" CONCRETE PAVERS TIGHT JOINT FILLED WITH SAND
4" AGGREGATE BASE
5% SLOPE
3.5% SLOPE
12"×6" CONCRETE BAND 1/2" EXPANSION JOINT #4 10" DOWEL 6" POROUS CONCRETE 6" NO.57 AGGREGATE BASE RESERVOIR
#4 10" DOWEL 8" AGGREGATE BASE
COMPACTED SUBGRADE
DRAIN PIPE GEOTEXTILE
PREPARED SUBGRADE
3
Concrete Edge and Planting Bed
5
Scale 1/4"=1'-0"
PREPARED SUBGRADE
Porous Pavers Scale 1/4"=1'-0"
9 1/4" 7/8" 1'
2˟8 CEDAR JOINTS HURRICANE CLIP WITH NAILS
6˟12 TIMBER BEAM
2'-11 3/4" 2'
2, 1/2"˟3" GALVANIZED MECHANICAL BOLTS
RIGID TIE CONNECTOR BRACKET
1/2" EXPANSION JOINT W/FILLER
1/2"˟3" GALVANIZED MECHANICAL BOLTS
STAINLESS STEEL DOWEL (1/2"DIA.˟10"LENGTH) AT 24" O.C. PLASTIC SLEEVE AT ONE END 6˟6˟10˟10 WWM
R1
8˟8 EASTERN CEDAR POST
CONCRETE 8"
/2"
8'-6"
5"
2"
1 1/2" DIAMETER HANDRAIL #4 REBAR IN NOSE OF EACH STEP STAINLESS STEEL DOWEL (1/2"DIA.˟10"LENGTH) AT 24" O.C. PLASTIC SLEEVE AT ONE END 6˟6˟10˟10 WWM
1'
BRUSHED FINISH
2% 4 13/16"
8"
1'-2"
6"
CONCRETE
1'
#3 REBAR 24" O.C.B.W.
7'
16'
1/2"˟18" DOWEL WITH WASHER 7'
1'
4 #4 REBAR w/#3 STIRRUPS 24"O.C.
6x12 TIMBER BEAMS 2x8 JOINTS 8x8 EASTERN CEDAR POST
1'
2 #4 REBAR
6˟6˟10˟10 WWM CONCRETE SLAB 3, 3# REBAR 6"
7 13/16"
8'
CONCRETE FOOTING
A 11
1/2" EXPANSION JOINT W/FILLER
8
54
Concrete Steps With Hand Railing
Scale 1/4"=1'-0"
9
Timber Arbor Scale 1/4"=1'-0"