Portfolio Yucheng Wang Selected Projects 2012-2015
Planning | Design | Construction
RESUME Yucheng Wang LEED® Green Associate™, Associate ASLA Email: wyc0830jjj@gmail.com Tel: +1 (979)587-2585
Project Experience Professional Projects Northwestern University Athletic Fields, Evanston, IL Northwestern University Lakefront Athletic Complex, Evanston, IL Northwestern University Campus Master Plan, Evanston, IL Evanston Church St. Boat Ramp, Evanston, IL Loyola University CTRE Landscape, Chicago, IL Emory University Hospital Landscape, Atlanta, GA UIS Sports Complex, Springfield, IL Jackie Robinson Baseball Park, Chicago, IL Waubonsee Baseball/Softball Complex, Sugar Grove, IL Scott Run Station Master Plan, Tysons Corner, VA University of Wisconsin Madison Near West Playfields, Madison, WI Loyola University Winthrop Avenue, Chicago, IL Hinsdale Middle School Master Plan, Hinsdale, IL
01
Academic Projects Natural Therapy Garden, College Station, TX Homelike Healing Garden, Asheville, NC LID Hands-on Training, Bryan, TX LSGCD Water Smart, Conroe, TX TAES Water Smart, College Station, TX Eco-Radiation, Cross Creek Ranch, Fulshear, TX Clear Creek Estate, Hempstead, TX Dynamic Yangbi, Yangbi, Yunnan, China Muyan Riverside Scenic Area, Nanjing, Jiangsu, China
Professional Experience SmithGroupJJR Position:
Jun. 2015 - Present Landscape Architect
Chicago, Illinois
City of College Station: Parks and Recreation Position:
May. 2014 - Aug. 2014
Intern Landscape Designer
College Station, Texas
XWHO Design Inc.| RECON Position:
Feb. 2012 - Apr. 2012
Intern Landscape Designer
Beijing, China
City Planning & Design Department of Quzhou
Jul. 2011 - Sep. 2011
Position:
Intern Planner
Zhejiang, China
Jiangnan Architecture Design Inc. Position:
Jul. 2009 - Feb. 2010
Intern Landscape Designer
Zhejiang, China
Academic Background Master of Landscape Architecture Institution:
Aug. 2012 - May. 2015
Texas A&M University, College of Architecture
Bachelor of Landscape Architecture Institution:
Texas, United States
Aug. 2008 - May. 2012
China Agricultural University
Beijing, China
Professional Skills Software Autodesk AutoCAD, Civil 3D | Adobe Creative Suite (Photoshop, Illustrator, InDesign) | Trimble SketchUp | Act-3D Lumion | Robert McNeel & Associates Rhinoceros & Grasshopper | Esri ArcGIS | Microsoft Office (Word, Excel, Power Point) |
Freehand Pencil & Pen Sketch | Marker Rendering | Watercolor Rendering |
Honors and Awards •
2012-2013, 2013-2014 LAUP Department Competitive Scholarship, 2014-2015 China Study Scholarship
•
Texas ASLA Student Design Competition: 2013 Honor Award, 2014 Merit Award, 2015 Merit Award - General Design
•
2013 Design Workshop TAMU Design Week - Award of Best Communication
•
2012 Scott & White Healthcare/Jacobs Engineering Scholarship for Healing Garden Design | Built Project
•
2008-2009, 2009-2010 Annual Scholarship for Outstanding Academic Performance
•
2009 Outstanding Student Reporter
References • Paul Wiese, ASLA Paul.Wiese@smithgroupjjr.com +1 (312)641-6756 Vice President/Studio Leader at SmithGroupJJR
• Jon Rodiek, FASLA j-rodiek@tamu.edu +1 (979)845-7059 Professor at Texas A&M University
02
Professional
Loyola University Winthrop Avenue Streetscape
Northwestern University Campus Master Plan Campus Planning and Design
Fun For All Playground Park and Recreation, Children's Outdoor Environment
Dynamic Yangbi
Academic
Urban Design (Waterfront, CBD, Residential Community, Streetscape)
Eco-Radiation (2014 TX ASLA Merit Award) Community Design, Sustainable Design and Development
LSGCD Water Smart (Built Project) Water Conservation, Sustainable Design, Education
Homelike Healing Garden (2013 TX ASLA Honor Award) Healthcare and Therapeutic Design
03
Contents Personal Profile
01
Contents
03
Conceptual Design - Professional Loyola University Winthrop Avenue
Streetscape
05
Northwestern University Campus Master Plan
Campus Planning and Design
09
Fun For All Playground
Park and Recreation, Children's Outdoor Environment
17
Conceptual Design - Academic Dynamic Yangbi
Urban Design, CBD Regeneration
23
Eco-Radiation
Community Design, Sustainable Design and Development
37
LSGCD Water Smart
Water Conservation, Sustainable Design and Development
49
Homelike Healing Garden
Healthcare and Therapeutic Design
59
Park and Recreation, Athletic Field
63
Construction Documentation Jackie Robinson Baseball Park
Other Works Site Photographs, Art Works and Physical Model
69
Rhino & Grasshopper: Coastal Wall Modeling and Documentation
71
04
Loyola University Winthrop Avenue Chicago, Illinois SmithGroupJJR, 2015 Streetscape Site Area: 620 Linear Feet Responsibilities: Design Concept, 3D Modeling, Graphic Design, Animation Production Winthrop Avenues was a typical city avenue in a neighborhood that has gradually merged with Loyola’s campus. The design challenge was to create it into pedestrian oriented spaces that become functional recreation and gathering spaces, to make it feel part of campus, while still accommodating various modes of public traffic and city services. The reconfigured road would remain open to traffic, but utilize a woonerf concept with curves, no curbs and high quality paving to calm traffic. It helps create a strong campus identity with open space for students and create an amenity for neighborhood residents that they can be proud of. The new designs create a south campus destination, used for events, relaxation and shared transportation. Slowing traffic on these blocks creates a more enjoyable pedestrian experience while making a safer route for those on bikes.
05
Winthrop Avenue
W. Sheridan Rd. Gateway Sculptural Bench Paver Piazza Column Protected Pedestrian Area Bike Racks Regis Hall
Bench
Simpson Living Learning Center
Bollard Detectable Warning Strip
Stone Outcropping Seating Wall Tennis Courts Outdoor Chess Table Seating Outdoor Movie Seattle Hall
Xavier Hall
Lemoyne Hall
Winthrop Ave.
Gateway
W. Rosemont Ave 0' 10'
20'
40'
06
Bird's Eye View
07
Winthrop Avenue
Perspectives
Winthrop Avenue
Piazza
Outdoor Movie, Table Seating, and Outdoor Chess
08
Northwestern University Campus Master Plan Evanston, Illinois SmithGroupJJR, 2015 Campus Planning and Design Proposal Site Area: 231 Acres Responsibilities: Site Analysis, Graphic Design, 3D Modeling, Physical Model, Client Interview
09
In June 2015, Northwestern University sent out an invitation to develop a Campus Master Plan that can further define, confirm, and update concepts developed in the 2009 Campus Framework Plan by Sasaki Associates. This invited RFP required consultants to identify issues on campus planning, land use & real estate, lakefront planning and management, circulation, transportation, heritage, wayfinding, and utilities & infrastructure, and provide actionable solutions. Through site tours and researches, several important issues within the campus were identified. Based on that, a "share+consolidate" strategy to solve the circulation, transportation and wayfinding issues, a "lower entropy campus" concept for campus utilities & infrastructure improvement, and some recommendations on campus land use for better connection and future expansion were proposed.
Zoning
NU Campus Master Plan
Northeast Evanston National Register Northeast Evanston Local Revised-Preservation Zone U1
University Housing
T2
Transitional Campus
R1
Single-Family Residential
R5
General Residential
RP
Research Park
D4
Downtown Transition
D2
Downtown Retail Core
C1
Commercial
10
NU Campus Master Plan
Site Analysis
1925
1955
1975
1995
2015
NORTH
“North campus by the fraternities - a lot of those buildings look old and rundown.” – Student
WEST CENTRAL
SOUTH
Redistricting-Preservation Zone
“Norris and the Library architecture are lacking in appeal. When you go to other campuses the “Student Union” is such a high tech, bustling environment. The NU student union is dark, dingy and uninviting. The library architecture also doesn’t allow for light to come in. It’s a very depressing place. ” – 2000 Alum “I am always surprised at how much development there is; new buildings, etc. I really like most of it, especially on the south end of campus. The north end feels sort of cluttered to me.” - 1991 Alum
11
“My first impression was that campus was beautiful, tucked away, and harmonious - the entire campus gives off a vibe of quiet confidence.” – 2012 Alum
NU Campus Master Plan
Site Analysis
“I couldn’t get enough of the natural lakefront beauty incorporated into Evanston’s semi-urban environment.” 2015 Alum
EXPANSIVE
OBSCURED
I remember walking down backroads/alleys on the north side of campus whereas I was walking down nice paths lined with trees on the south side. - 2010 Alum “My most memorable moments comprise of being outside in spring quarter, either lounging on the bench overlooking Deering field or walking through the court with the rock.” - 2012 Alum
ACTIVE
UNDERUTILIZED
SECLUDED
ICON
GARDENESQUE
UTILITARIAN
HEART OF CAMPUS
DECOMPRESS
12
Separation/'Backstage'
NU Campus Master Plan
Share + Consolidate
Revised Preservation Zone
Revised Preservation Zone
Loading Dock/Delivery
Loading Dock/Delivery
Retail Dining
Retail Dining
Resident Dining
Resident Dining
Kellogg Dining Only
Kellogg Dining Only
Athletics Training Table
Athletics Training Table Lakefront Athletics and Recreation Complex (Future)
Pedestrian Gateway North Campus Parking Garage
Vehicular/Service Gateway
Lakefront Athletics and Recreation Complex (Future)
Pedestrian Gateway North Campus Parking Garage
Vehicular/Service Gateway
Frances Searle Building
Frances Searle Building Technological Institute
Technological Institute
Cook Hall
Cook Hall
Kellogg Global Hub (Future)
Kellogg Global Hub (Future)
Silverman
Allen Center
Silverman
Allen Center
Central Utility Plant
Central Utility Plant
Jacobs Center
Jacobs Center
Norris University Center
Norris University Center University Library
University Library
Pick-Staiger Concert Hall
Pick-Staiger Concert Hall
Wirtz Center for the Performing Arts
Wirtz Center for the Performing Arts
Music and Communication Building
Music and Communication Building
Lakeside Parking Structure
Lakeside Parking Structure
Allice Millar Chapel
Allice Millar Chapel
“The walking path behind Tech that runs from SPAC to Annenberg is dead. Sure, it’s pretty in the newer offshoot, but the main drag is, well… a drag.” – 2013 Alum “It’s generally very hard to get from place to place by walking -- there are few direct routes between buildings and many of them are shared between walking and delivery traffic (making them unpleasant to use).” – Research Professor
13
ENTRY STATEMENT INTEGRATED COHESIVE VISIBILITY BRAND DIRECTIONAL SIGNS PARKING SIGNAGE TYPOGRAPHY
NU Campus Master Plan
Lower Entropy Campus 190.00 - 355.45
85.00 - 68.67
355.45 - 521.19
68.67 - 51.95
521.19 - 686.92
51.95 - 35.22
686.92 - 853.00
35.22 - 18.50
Heating Demand (BTU/H/SF)
Cooling Demand (GSF/TON)
Flame
COGEN SOURCE
STEAM BOILER
Steam HHW Coil HighHIGH Entropy
Air Supply - Htg
ENTROPY
Room Air Supply – Clg Coil Refrigerant
EXISTING STEAM/ CONDENSATE DISTRIBUTION SYSTEM
HHW Coil Supply to ACB - Htg Air Supply - Htg Room Supply to ACB - Clg Air Supply – Clg
LowLOW Entropy
ENTROPY
FREE HEATING HX-SERIES
HEAT EXCHANGER PROPOSED/EXPANDED LOW TEMP HHW DISTRIBUTION SYSTEM (FRP)*
Coil Refrigerant
COOLING TOWER
LAGOON
LAKE
*CENTRAL & SOUTH DISTRICTS GROWTH & REDEVELOPMENT
HEAT EXCHANGER
HEAT EXCHANGER
HEAT PUMP
CHILLER
EXISTING CHW DISTRIBUTION SYSTEM
GEOTHERMAL HEAT SOURCE/SINK
FREE COOLING HXSERIES
District Energy Plant
14
NU Campus Master Plan
Campus Land Use Student Services Administrative D
Residential Academics
R NOYES
Performance Venues
D
Campus Support/Facilities Athletic/Recreation
A
R
Religious Center Parking Structure Purple Line Train Stop
IN
UT
K
R
5
M
E W ALK
NORTH
K
WEST
FOSTER
D
D
CENTRAL
R
R
R
R
R D
SOUTH
D R
D
Resident Dining
R
Retail Dining
K
Kellogg Dining Only
A
Athletics Training Table
I 5 M
T NU
E
W
A
LK
DAVIS FOSTER NOYES
WEST
5 MINU
A TE W
LK
5 M I
SOUTH
CENTRAL NORTH
15
NUT
E WA LK
Physical Model
NU Campus Master Plan
16
Fun for All Playground College Station, TX City of College Station: Parks and Recreation, 2014 Parks and Recreation, Children's Outdoor Environment Site Area: 4.5 Acres Supervisor: Dr. Eric Bardenhagen Solo Work The Fun For All Playground at Central Park will create a destination playground for children of all abilities to serve the City of College Station, and surrounding communities. Drawn from research, the design of the playground is based on the promotion of physical and cognitive development in children through play. The playground will integrate activities and facilities that include both active and free/inventive play areas for children aged 2-5, and 5-12 as well as facilities for adult caregivers. Using Nature-based themes, the playground will encourage exploration and learning of the natural world with age-appropriate challenges for children of all physical and cognitive abilities within this safe and child-friendly place.
17
Fun For All Playground
Site Analysis Jan. Annually
Wind Rose
Feb - Dec. Annually • • •
Existing vegetation can provide enough shade for fall and winter. Plant more trees to provide shade for afternoon sun in summer. Propose shade structures in the site for afternoon sun in summer.
ffic
rass land
Tra
en G
Flat, Poor Drainage, Potential for Berm
and
w
Barr
ine
er L
Vie
w
Vie
Existing vegetation can block prevailing wind from February to December. Provide more plantings in the North side to block winter wind in January. Create berms or other elevation change to block winter wind in January.
m fro ise No wy 6 c fi f H Tra State
Pow
le Po nd
la ood
• • •
W
Pond View
• • • •
Take advantage of existing pond and woodland. Install planting beds and lights to improve the view of pole. Create berms and provide aesthetic plantings to improve the view of barren grass and block the view and noise of traffic. Propose open space under the power line. No tall trees should be planted under the power line.
Potential Retention Pond
• Utilize the existing pond as a retention pond, and drain stormwater into the existing pond. • Use the water from the pond for irrigation. • Create elevation changes and berms to improve the drainage. • Install LID facilities.
18
Fun For All Playground
Site Plan
15
01 06
04 02
07
11 09
08 05
03 10
13 14 12
01. Water Play Zone 02. Christmas Tree Event Plaza 03. Entrance and Donor Plaza 04. Restrooms and Storage 05. Age 2-5 Play Area 06. Age 5-12 Play Area 07. Quiet Play Refuge 08. Forest Boardwalk 09. Multi-Sports/Performance Stadium (Mini Kyle Field) 10. Swing Space 11. Tiny Brazos Spray River 12. Tensile Shade Structure 13. Nature Play 14. Sensory Garden 15. Pond Edge Demonstration Deck 0 10 20
19
40 ft
Bird's Eye Views
Fun For All Playground
20
Perspectives
Fun For All Playground
Tiny Brazos Spray River
21
Age 2-5 Play Area
Perspectives
Fun For All Playground
Boardwalk
Donor Plaza
22
Dynamic Yangbi Yangbi, Yunnan, China 2014 Academic Work Urban Design, CBD Regeneration Site Area: 44 Hectares Instructor: Dr. Chang-Shan Huang Team Work Team Member: Wonmin Sohn, Yixun Zhang, Bitong Yang Role in Team: Site Analysis, Design Program, Design Concept, Master Plan and Analysis, Planting Design, 3D Modeling, Residential Design, Graphic Design Accepted and Approved by Yangbi Government, Yunnan, China With a growing population and demand of city redevelopment, the riverfront area in Yangbi has great potential to be enhanced into the focal point of tourism. The Yangbi Riverfront Redevelopment Strategy is an approach to regenerate Yangbi’s 44-hectacre CBD area and waterfront by orienting CBD towards the river, redefining the city image, and bringing more people to the water.
23
Dynamic Yangbi
Site Analysis Proximity
Tourism Development
2,550
Dali Binzhou Xiangyun Yunlong Yangbi
Site Boundary
780.00
31%
698.00 195.80 931.50 80.90 360.00 17.00 15.50 14.70
28% 9%
Ratio =
5%
Income of Tourism Total GDP
9%
Total GDP (10 million) Tourism Income (10 million)
Development Density
Xueshan River
Puzi Mountain Civic Area
Yunlong Historical Town Hui Residential
Constructed Area Vacant Area
Yangbi River
Visual Imagery
Project Boundary River
24
Dynamic Yangbi
Xueshan River Waterfront Photo Inventory Xueshan River
Waterfront Section Elevation (m) 1550 1540 1530 1520 1510
0
75
150
225
Pre-development Landform Post-development Landform
25
300
375
450
525
600
675
750 Distance (m)
Dynamic Yangbi
Yangbi River Waterfront Photo Inventory Yangbi River
Waterfront Section Elevation (m) 1550 1540 1530 1520 1510
0
75
150
225
Pre-development Landform
300
375
450
525
600
675
750 Distance (m)
Post-development Landform
26
Dynamic Yangbi
Design Program Goals
Design Concept Dynamic Yangbi includes central business district, urban platform, riverfront shopping street, and Hui style residential community, which provides dynamic business, dynamic activities, dynamic shopping, and dynamic living for both residents and visitors.
CONNECTIVITY
Most of the design elements in this project follow the organic form to give a dynamic feeling.
WALKABILITY
IDENTITY
Function Diagram Legend
ECONOMIC DEVELOPMENT
27
FLOOD MITIGATION
Dynamic Yangbi
Master Plan
1. Riverfront Park 2. Parking Space 3. Street Parking Space 4. Riverfront Shopping Street 5. Veteran Sculpture 6. Plaza 7. Terrace
1
8. Green Roof 9. Urban Platform
2
10. Central Business District 11. Terrace Garden
7
5
3
8
3
12. Traditional Village Entrance 13. Quay
9
6
10
14. Boardwalk
4 8
3
15. Traditional Hui Community 11
16. Green Corridor
12
4 15
13 4 14
0
50
100
4
16 4
200m
28
Design Structure Building
Circulation Pedestrian Circulation
CBD Building
Commercial Street (3 stories)
Residential Town House
Commercial Street (2 stories)
Arterial
Trails
Hard Paving
Local Street Residential Local Street
Vehicle Circulation Xueshan River
Water System
Yangbi River
Green Space
Private Green Space & Semi-open Green Space & Open Space Green Corridor
Open Green Space Semi-open Green Space
Linear Green Space
Natural Landscape
Landscaping Urban Landscape
Green Buffer Shared Landscape
29
Boat Circulation
Dynamic Yangbi
Visual Analysis
Dynamic Yangbi
Inside View
View from River
Whole Site Viewshed
30
Dynamic Yangbi
Activities Analysis CBD
Usage Rate
100% 90%
Residential
80%
Park
70% 60% 50% 40%
PARK
30% 20% 10% 3am
Activities (Time Based)
RESIDENTIAL
RIVERFRONT COMMERCIAL
31
6am
Dynamic Yangbi
0am-6am
15%
10%
CBD
90%
40%
Riverfront Commercial
6am-12am
80% 45% 40% 20%
9am
12am
3pm
6pm
9pm
12pm Time Line
12am-6pm
40%
90% 25%
6pm-12pm
20% 35%
80%
32
33
Riverfront Retail
Vehicle Road
Lawn
Entrance
Green Roof
Retail & Exhibition
Fountain
Elevator
Sky Light
Underground Parking
Hotel
Retail & Exhibition
Lawn
Vehicle Road
Terrace Garden
Sections Dynamic Yangbi
A. Urban Platform A D
B C
B. Riverfront Shopping Street
C. Hui Style Residential Community
D. Central Business District (CBD)
Grading
Dynamic Yangbi
Retaining Walls & Terraces
34
Dynamic Yangbi
Planting Design
Residential Area Design Residential Area
Magnolia denudata Acer palmatum Osmanthus fragrans Paeonia suffruticosa Camellia japonica Hydrangea macrophylla Jasmine nudiflorum
Riverfront Commercial Design Riverfront Shopping Street
Robinia pseudoacacia Rhus typhina Cerasus serrulata var. lannesiana Hibiscus mutabilis Nerium indicum Jasminum sambac Acorus calamus
Urban Platform Design Urban Platform
Prunus Cerasifera Malus micromalus Makino Platycladus orientalis Euonymus japonicus Bougainvillea spectabilis Jasmine nudiflorum Paeonia suffruticosa
CBD Design Central Business District
Sophora japonica Lagerstroemia indica L Platycladus orientalis Ligustrum lucidum Euonymus japonicus Paeonia suffruticosa Photiniaxfraseri
Riverfront Park Design Riverfront Park
Magnolia grandiflora Ginkgo biloba Bombax malabaricum Nerium indicum Jasmine nudiflorum
35
Acorus calamus
Dynamic Yangbi
Color and Blooming Season Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
36
Eco-Radiation Cross Creek Ranch Community, Fulshear, TX 2013 Academic Work Community Development Site Area: 420 Acres Instructor: Dr. Eric Bardenhagen, Dr. Junhyun Kim Team Work Team Member: Wonmin Sohn, Yixun Zhang, Zhihuang Li Role in Team: Site Analysis, Design Program, Design Concept, Master Plan, 3D Modeling, System Diagram, Graphic Design 2014 Texas ASLA Merit Award - General Design Category As a phase of Cross Creek Ranch, the 420-acre site was designed with a system-oriented approach to promote livability and to satisfy ecosystem needs by applying four major systems: connectivity, walkability, water resource management, and community attachment. Together with the Green Conservation concept, residents in CCR will be ‘radiated’ (benefited) by ecological landscape design, wholesome ecosystems, a sense of community, and healthier living habits.
37
Eco-Radiation
Design Program Goals & Objectives Make Hierarchy
Decentralize and Interweave
Connectivity
Walkability
Water Smart
Community Attachment
Increase shaded area along walkways and lake
Design Concept
Decentralization (Residence, Traffic, Green Space, and Water Feature) with Hierarchies
Level 2 Design Hierarchy
Outcome
Level 3
Walkable community
Community Parks
Centeral Park
Sub Water Body & Wetland
Detention Lake
Bioswale & Streams
Green Conservation Subdivision Water Conservation Subdivision
Level 1
Internal Ring Road (50’-64’)
Proposed Main Road (100’)
Fulshear Pkwy (200’) 38
Eco-Radiation
Master Plan
2
1
12 11 3 8
10
9 18
29
13 5
7
14
20 15
16 39
22
17 21
19
Eco-Radiation
KEYS 1. Single Family Block 2. Mixed Use 3. Central Park 4. Multi-Family Block 5. Patio Home Block 6. Traffic Median (Bioswale) 7. Traffic Island 8. Central Park 9. Viewpoint Platform 10. Outdoor Stage/Theater 11. Terraced Wetland 12. Terraformed Garden 13. Gallery 14. City Hall 15. Daycare 16. Community Center 17. Fire Station 18. Elementary School 19. Community Church
6
28
20. Community Clinic 21. Tennis Court 22. Community Forest
27
23. Arbor Park 24. Bocce
26
7
25. Drill Site 26. Pedestrian Bridge 27. Commercial Complex 28. Street Mall
23
29. Community Park
24 4
25
0'
100'
300'
600'
40
Systems
41
Eco-Radiation
Eco-Radiation
42
Eco-Radiation
Connectivity Circulation
Bus Route Minor Arterial Major Collector Minor Collector Local Street Sidewalk/Trail Bike Lane Skybridge
43
Eco-Radiation Parking Location Garage Bus Stop Bus Route Service Radius (0.25 miles)
Parallel Parking Parking Structure Underground Parking Ground Parking
44
Eco-Radiation
Walkability Destination Accessibility
Safety Ensurance
5-min Walking Distance 10-min Walking Distance
45
Eco-Radiation Walking Pleasure 40, 50 MPH
Sidewalk with Landscape & Shade Tree
30 MPH 25 MPH Cross Street Facilities
46
Eco-Radiation
Watersmart
Rain Water Harvesting
Self-Reuse
Roof Top Rain Water
Collection & Treatment
Grey Water Pipe LID Facilities Retention Lake Stormwater
47
Eco-Radiation
Irrigation
Post-Development Runoff Coefficient: 0.46 Treated by Wetland Vegetation Recharged to The Creek in Phase I Annual Capturable Water: 56,700,000 Gallon
48
LSGCD Water Smart Lone Star Groundwater Conservation District, Conroe, TX 2013 Academic Work Low Impact Development Design Site Area: 4.75 Acres Instructor: Dr. Galen Newman Team Work Team Member: Siman Ning, Yixun Zhang, Yue Yao Role in Team: Site Analysis, Design Program, Design Concept, Master Plan, 3D Modeling, LID Facilities Program, Graphic Design Built Project by Lone Star Groundwater Conservation District Maximize both water infiltration and human infiltration (get people more participated in this project).Utilize LID techniques and facilities to treat stormwater on site, and employ a wayfinding system to guide visitors in the design site in order to educate them about stormwater management information, techniques and processes.
49
LSGCD Water Smart
Contextual Analysis (County Level) Annual Average Rain Fall (inches)
Average Rainfall Annually (inches) Average Rainfall Annually (inches)
Monthly Rain Fall (inches)
Average Monthly Rainfall (inches) Average Monthly Rainfall (inches)
Average Average
Average
1”rainfall over 1 acre: 27,000 gallons 1”rainfall over 1 acre: 27,000 gallons 1”rainfall over total site: 127,1701”rainfall gallons over total site: 127,170 gallons 49”rainfall over total site: 6.23 Million 49”rainfall gallons over total site: 6.23 Million gallons Total Capturable Rainfall (Annual): Total 6.23Capturable Million Gal.Rainfall (Annual): 6.23 Million Gal.
1’’
1’’
27,000 gallons
27,000 gallons 127,170 gallons
127,170 gallons
6,230,000 gallons
6,230,000 gallons
Groundwater Supply & Demand Montgomery County in 2013 Gulf Coast Aquifer Yield: 21 Billion Gallons Water Consumption: 25 Billion Gallons Deficit Pump: 4 Billion Gallons (Annually)
Montgomery County in 2040 Gulf Coast Aquifer Yield: 21 Billion Gallons Water Consumption: 50 Billion Gallons Deficit Pump: 29 Billion Gallons (Annually)
50
Site Analysis Water Flow Direction
Existing Stormwater Infrastructure
North Side
South Side
51
LSGCD Water Smart
LSGCD Water Smart Runoff Coefficient
0.95 0.24 Acre
0.95 0.87 Acre
0.45 0.10 Acre
0.45 0.10 Acre
Composite Coefficient: 0.44 Total Area: 4.75 Acres 52
Design Program Design Strategy: Maximize Infiltration
53
LSGCD Water Smart
LSGCD Water Smart LID Facility Location
Space Programming
Circulation & Wayfinding Facilities
54
LSGCD Water Smart
Master Plan
1
2
3 8 9 10
23
6 11
12
13
24
14
15 19
16
18
17
20
21
Section
55
5
7
22 25
4
KEY 1. 2. 3. 4. 5. 6. 7. 8. 9.
Pervious Parking Lot Demonstration Impervious Parking Lot Office Building Green House Edible Garden Weather Station Pergola LID Plaza Visible Underground Cistern/Rain Water Funnel 10. Tree Box Filter 11. Rain Garden 12. Elevated Path 13. Xeriscape Garden 14. Mulch Path 15. Filter Strip Garden 16. Floodable Garden 17. Storm Water Berm 18. Geotextile Erosion Control 19. Phytoremediation Garden 20. Stone Path 21. Green Roof Kiosk 22. Water Fountain 23. Storage Building 24. Storm Water Berm Pocket 25. Curb-cut
LID Showcase Plaza
LSGCD Water Smart
Dry Season
Rain Season
56
Detention Pond
57
LSGCD Water Smart
LSGCD Water Smart
58
Homelike Healing Garden Charles George VA Medical Center, Asheville, NC 2012 Academic Work Healthcare Design Site Area: 3500 Square Yard Instructor: Dr. Chanam Lee, Dr. Susan Rodiek Team Work Team Member: Bitong Yang Role in Team: Site Analysis, Design Concept, Master Plan, 3D Modeling, Graphic Design 2013 Texas ASLA Honor Award - General Design Category Provide a welcoming healing garden with home-like materials and space composition. Integrate planting, water features, and other design elements in this healing garden, with multiple outdoor therapies. Create a good connection with indoor therapy buildings.
59
Homelike Healing Garden
Site Location
United States
North Carolina
Asheville
Charles George VA Center
Master Plan
Site
Parking Lots Reception Water Fountain Tree Plaza Bamboo Planter
Intake Meandering Path
Green Space Wellness Center
Communication Center
Bamboo Planter
Outdoor Sofas
Simulated Apartment
Green Space
Meandering Path
Virtual Reality
Bamboo Planter Water Fountain
Veteran Gallery
Open Space
Pergola
Barbecue Space
60
Space Programming
Homelike Healing Garden Home-like Space Composition Entrance Plaza (Red): Provide a feeling of welcoming and comfort, through a water fountain and a tree plaza. Frontyard (Green): Provide green spaces and porches for a variety of therapies for patients, including exercise therapy, aromatic therapy, and outdoor massage therapy. Courtyard (Yellow): Provide visual therapy for patients by a series of plant landscapes and successive water features. Backyard (Purple): Provide social and visual therapies by natural landscape and gathering areas. All the outdoor therapies are connected with indoor therapies.
Circulation
Various Pathway Options Main Path (Red): Connect parking lots with the main entrance of this healing garden. Connecting Path (Yellow): Act as transition areas within the garden, connecting buildings on both sides. Meandering Path (Green): On the north side, it connects the mental clinic with the main path and resting areas in the backyard. On the south side, it connects different kinds of therapies in the frontyard.
61
Homelike Healing Garden
Perspectives
Entrance Plaza
Porch
Bird's Eye View
Open Green Space
Semi-open Gray Space
Cafe
Pergola & Fountain Plaza
Open Green Space
Semi-open Gray Space
Open Green Space
Semi-open Gray Space
Open Green Space
62
Jackie Robinson Baseball Park Chicago, IL SmithGroupJJR, 2015 Park and Recreation, Athletic Field 95% Construction Documentation Responsibilities: Design Concept, 3D Modeling, Construction Drawings, Construction Administration, Cost Estimates, Specifications Located in the Washington Heights neighborhood, Jackie Robinson Baseball Park totals 5.96 acres and features a multipurpose clubroom. The park is adjacent to Jackie Robinson Little League, and players often practice in the park. Due to the dated facilities, Chicago Park District wanted a design solution to renovate the softball and the baseball fields with synthetic turf, and improve the connection and conditions between these two fields. I participated in the concept design, schematic design, design development, construction documentation and construction administration, providing assistance in 3D modeling, construction drawings, cost estimates, specifications and etc.
63
2
1
ALTERNATE 1
2
2 1
2 1
2 1
2
1
ALTERNATE 1
REMOVE CONCRETE PAVEMENT
1
REMOVE FLAG POLE AND FOUNDATION
1
2
REMOVE, SALVAGE, AND REINSTALL OBJECT
ABANDON & REMOVE WATER LINE AS NECESSARY
SAW CUT
PROTECT UTILITY
REMOVE FENCE FABRIC, POSTS AND FOUNDATIONS
O
E
IZ E D
CHICAGO PARK DISTRICT
PROTECT OBJECT
TREE PROTECTION FENCE APPROXIMATE LOCATION OF EXISTING 4" IRRIGATION MAIN TO BE FIELD VERIFIED
1
2
PROTECT OBJECT
H
GA N
ABANDON EXISTING UTILITY. SEE UTILITY PLAN FOR RECONNECTIONS.
REMOVE OBJECT
2
2 PROTECT WALK, CURB, & PARKWAY; RESTORE AS NECESSARY
TEMPORARY CONSTRUCTION ACCESS GATE (20' GATE)
STABILIZED CONSTRUCTION ENTRANCE
FIELD HOUSE
1
ABANDON 3" IRRIGATION MAIN ALTERNATE 1
2
CUT AND CAP 2" IRRIGATION MAIN ALTERNATE 2
21
1
2 1
R K DIS PARTUS I N URBTR
OR
2
1
REMOVE INFIELD MIX/ WARNING TRACK
2
2
1
2 1
TEMPORARY CONSTRUCTION FENCE (DRIVEN IN GROUND WHERE UNDERGROUND UTILITIES ARE NOT AFFECTED)
CLEARING / SEPARATE LAWN FROM TOPSOIL
2
REMOVE POLES AND FOUNDATIONS ALTERNATE 2
ALTERNATE 2
SITE PREPARATION LEGEND
2
2
ALTERNATE 2
ALTERNATE 2
2
2
2
PROTECT EXISTING CONCRETE, ALTERNATE 2
TREE PROTECTION FENCE, 6'-0" HT CHAIN LINK FENCE AROUND MATURE TREES ALTERNATE 1 OR 2 2 2
REMOVE BENCH AND FOUNDATION, TYP. ALTERNATE 1
2
2
2
2
REMOVE BACKSTOP POSTS, FABRIC AND FOUNDATIONS ALTERNATE 1
CH ICAGO
ABANDON AND CAP 3" WATER SERVICE TO FIELD HOUSE ALTERNATE 2
CONTRACTOR TO PROTECT FIELD HOUSE AND ADJUST TEMPORARY FENCING THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE ADA ACCESSIBLE PATHS OF TRAVEL TO FIELD HOUSE. 2 2
EA T S L IC
TEMPORARY FENCE SHALL BE ADJUSTED TO ACCOMMODATE WATERLINE AND ACCESS, ALTERNATE 2
2
1
2
CUT AND CAP IRRIGATION MAIN AT TEE (ALL IRRIGATION WORK TO BE ASSOCIATED WITH ALTERNATE 1)
ALTERNATE 2 ALTERNATE 1
1
2
SITE PREPARATION NOTES:
2
STABILIZED CONSTRUCTION ENTRANCE, FINAL LOCATION TO BE DETERMINED IN FIELD DUE TO ALTERNATES
1 E2
ER
ALT
1NA
2 ALTER
2
1
2
1
CONTRACTOR WILL BE RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES, BOTH PUBLIC AND PRIVATE, A MINIMUM OF 2 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. CONTACT DIGGER, 312-744-7000 FOR PUBLIC UTILITY LOCATES. PRIVATE UTILITY LOCATES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES WITH THE EXISTING CONDITIONS PLAN SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT.
1 TE
1
CUT AND CAP IRRIGATION MAIN AT TEE (ALL IRRIGATION WORK TO BE ASSOCIATED WITH ALTERNATE 1)
PRIOR TO DEMOLITION, NOTIFY LANDSCAPE ARCHITECT TO INSPECT TREE PROTECTION MEASURES. PLACE TREE PROTECTION FENCING 3'-0" OUTSIDE THE DRIP LINE OF TREES WHEREVER POSSIBLE. TREE PROTECTION FENCING SHOWN ON PLANS FOR REFERENCE ONLY.
2.
BB
BB
1
BB
APPROXIMATE LOCATION OF EXISTING 2-1/2" IRRIGATION LINE TO BE FIELD VERIFIED
PROTECT UTILITIES
1 BB
1
ALTE
RN
2
ATE
BB
1
1
3.
DEMOLISH AND REMOVE ALL EXISTING MATERIALS AS REQUIRED TO INSTALL AND OPERATE ALL PROPOSED WORK. ALL DEMOLISHED AND REMOVED MATERIAL SHALL BE DISPOSED OF OFF-SITE, UNLESS OTHERWISE DESIGNATED.
4.
ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSE IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL GUIDELINES, UNLESS OTHERWISE NOTED.
5.
ALL STRUCTURES, UTILITIES, PAVEMENT AND TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION UNLESS SHOWN TO BE ABANDONED OR REMOVED. ANY DAMAGE CAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO REMAIN SHALL BE REPAIRED TO ORIGINAL CONDITION OR REPLACED IN-KIND AT NO COST TO THE OWNER.
6.
NOTIFY THE APPROPRIATE CITY OF CHICAGO AGENCIES AT LEAST THREE (3) BUSINESS DAYS PRIOR TO THE START OF ANY WORK AFFECTING CITY PROPERTY.
7.
COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE APPROPRIATE CITY AGENCIES OR PRIVATE UTILITY OWNER. NO WORK TO PUBLIC OR PRIVATE UTILITIES SHALL BE DONE WITHOUT WRITTEN CONSENT BY UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED TO FINISH GRADE UNLESS OTHERWISE NOTED.
8.
EXISTING TOPSOIL, VEGETATION AND ORGANIC MATERIALS SHALL BE STRIPPED AND REMOVED FROM PROPOSED FOUNDATION, PAVEMENT, NATURAL FIELDS AND SYNTHETIC TURF FIELD AREAS PRIOR TO PLACEMENT OF BASE MATERIALS. EXCESS TOPSOIL CAN BE TRUCKED TO BIG MARSH NATURE PRESERVE (1958 E 116TH STREET) COORDINATE DELIVERY WITH CHICAGO PARK DISTRICT. ALL TOPSOIL MUST BE TESTED AND APPROVED PRIOR TO DELIVERY, PER SPECIFICATIONS.
9.
REPAIR ALL DAMAGED TURF IN PARKWAY AND ON SITE NOT IDENTIFIED FOR REMOVAL BY CLEARING AND STRIPPING THE DAMAGED AREA AND PROVIDING MINIMUM OF 6" TOPSOIL AND SOD.
2
BB
2
BB
1
REMOVE, SALVAGE, AND REINSTALL SCOREBOARD. REMOVE POSTS & FOUNDATIONS & ELECTRIC HOOKUP. SEE LAYOUT AND MATERIAL PLAN, AND ELECTRICAL PLAN FOR NEW LOCATION BASE BID
2"
BB
2-1/
BB
2
2
1
1 BB
ALL EXISTING AT-GRADE ELEVATIONS OF UTILITY EQUIPMENT INCLUDING; BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS, STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRICAL VAULT COVERS, ELECTRICAL PULL BOXES, ETC. MUST BE ADJUSTED TO MEET NEW FINISH GRADES, UNLESS IDENTIFIED TO BE VACATED OR REMOVED.
11.
INSTALL MIN. 6' HEIGHT CONSTRUCTION FENCING WITH ATTACHED WIND SCREEN AROUND LIMITS OF CONSTRUCTION. MODIFY PLACEMENT OF FENCE TO ACCOMMODATE PHASING OF CONSTRUCTION, EMERGENCY ACCESS AND PEDESTRIAN INGRESS/EGRESS AS NECESSARY. CONSTRUCTION FENCE LOCATION INDICATED ON PLAN IS FOR REFERENCE ONLY. COORDINATE FINAL LOCATION OF FENCE WITH OWNER AND LANDSCAPE ARCHITECT TO PROVIDE SAFETY AND ACCESS AS REQUIRED DURING CONSTRUCTION. POST EMERGENCY CALL 911 SIGN ON ALL SIDES.
12.
CLEAN AND TELEVISE ALL EXISTING PRIVATE SEWERS TO REMAIN IN SERVICE WITHIN PROJECT LIMITS AND FROM PROPOSED OUTLET STRUCTURE TO SEWER CONNECTION TO PUBLIC SEWER AFTER CONSTRUCTION. CLEANING SHALL INCLUDE RODDING AND HYDRO JETTING EACH SEWER, VACUUMING CATCH BASINS, CURB INLETS AND MANHOLES, SUPPLYING ALL MATERIALS, AND LEGAL DISPOSAL OF ALL REMOVED DEBRIS AND WASTE. TELEVISED VIDEOS SHALL BE SUPPLIED TO DWM IN CD FORMAT WITH (3) ADDITIONAL COPIES TO LANDSCAPE ARCHITECT. WORK SHALL BE INSPECTED BY DWM. OBTAIN PERMIT AND PAY ALL FEES TO PERFORM WORK. NOTIFY CHICAGO PARK DISTRICT PLUMBERS WHEN CLEANING/TELEVISING IS TO BEGIN, CONTACT STEFFAN SCHOENAUER FOR COORDINATION: 312.742.4666.
2
2
2
BB
BB
2"
2
2
BB
BB
ALTERNATE 2
01/06/2016 95% CONSTRUCTION DOCUMENTS
10.
BB
2
35 EAST WACKER DRIVE SUITE 2200 CHICAGO, IL 60601 312.641.0510 www.smithgroupjjr.com
1
T NA
ALTE RNAT E
2
ALTERNATE 2
PROTECT ELECTRIC LINE
1.
PROTECT UTILITIES REMOVE INFIELD MIX ALTERNATE 1
XX XX XX
2
BB
ALTERNATE 2
13.
CONTRACTOR SHALL REMOVE ALL STONE AND MATERIALS ASSOCIATED WITH THE CONSTRUCTION ACCESS DRIVE, ONCE CONSTRUCTION IS COMPLETE AND RESTORE TO CONDITIONS SHOWN IN THE LAYOUT AND MATERIALS PLANS.
14.
CONSTRUCTION ACCESS ENTRANCE LOCATION TO CHANGE DEPENDING ON SCOPE OF PROJECT
15.
ALL WATER LINE SHUTOFF AND CONNECTION WORK TO THE EXISTING FIELD HOUSE SHALL OCCUR DURING FIELDHOUSE NON-OPERATIONAL HOURS. THIS CONNECTION WORK SHALL BE COMPLETED IN ONE EVENING TO NOT IMPEDE WITH THE FUNCTION OF THE FIELD HOUSE. ALL WATER LINE TESTING MUST OCCUR DURING THE SAME NON-OPERATIONAL HOURS. CONTRACTOR TO COORDINATE WITH CPD. CONTRACTOR TO PROVIDE ACCESSIBLE ENTRY TO FIELDHOUSE DURING CONSTRUCTION. CONSTRUCTION FENCE MAY ADJUST TO MEET NEEDS OF CPD.
BB
2
2 BB
BB
APPROXIMATE LOCATION OF EXISTING 13'-6" x 15'-0" SEWER TO BE FIELD VERIFIED
-
01/06/2016
2 2
BB
BB
2"
BB
JACKIE ROBINSON PARK
BB
BB
P-11007-087
BB
BB
BB
REMOVE, SALVAGE, AND REINSTALL BASEBALL BACKSTOP BOARDS, BASE BID ALL POSTS TO REMAIN
BB
BB
BB
PROTECT DUGOUT FLOOR BOARDS. REMOVE/REINSTALL AS NEEDED, TYP. BASE BID REFER TO DUGOUT CURB DETAIL
Project North
0'
15'
30'
60'
Graphic Scale
CALL
DIGGER 312.744.7000
48 Hours (2 working days) Before You Dig.
BB
1 BB
1
ERN
ATE
O
GA N
CONCRETE WALK WITH SCORE JOINT
1 1
CONCRETE WALK WITH EXPANSION JOINT
BB
ATE
2
1
BB
1
BB
2
BB
E
IZ E D
CHICAGO PARK DISTRICT
BRICK PAVERS - ALTERNATE 2 BRICK PAVERS - ALTERNATE 2 ATHLETIC FIELD LIGHT - ALTERNATE 1
2
1 CHINA LINK FENCE
2
BB
2
58.00'
BB
1
6 C-5.04
UTILITY HATCH, BASE BID
1 C-6.03
OUTFIELD FENCE, BASE BID
1 C-6.01
SYNTHETIC TURF, BASE BID (LIMITS VARY ON ALTERNATE 3 DEDUCT)
2 C-6.01
CONCRETE CONTAINMENT CURB, BASE BID (LIMITS VARY ON ALTERNATE 3 DEDUCT)
REFER TO SHEET C-3.00 FOR LAYOUT AND MATERIALS NOTES
BB
BULLPEN BASE BID
2
1
FIELD INFORMATION:
2
BB
co
2.
BB
BB
2
2
42.82'
BB
2 BB
2
1
0" 0'71.94'
BB
BB
BB
2 8 C-6.01
SYNTHETIC TURF BASE ANCHOR, TYP, BASE BID
1 C-6.06
DUGOUT CURB, BASE BID
4 C-6.03
2
2
1171208.50
APEX OF HOME PLATE
2
1834088.52
1171240.39
CENTER OF PITCHER'S MOUND
3
1834115.85
1171266.50
CENTER OF 2ND BASE
4
1834124.53
1171207.96
CENTER OF 3RD BASE
5
1834056.77
1171267.85
CENTER OF 1ST BASE
Description
FOUL POLE, TYP. BASE BID
co
XX
BB
BB
Easting
1834055.13
26.65'
XX
60'-0"
BB BB
co
BB
43.11'
BB
C
01/06/2016
co
co
BB BB
-
BULLPEN GATE, BASE BID
BB
B
B
60.00'
BB
CHAIN LINK FENCE FABRIC PLACED ON EXISTING POLES, TYP. SEE FENCE SCHEDULE, BASE BID
BB
70'-0"
A
EXISTING ATHLETIC FIELD LIGHT
19.00'
BB
co
SAND AND REINSTALL BASEBALL BACKSTOP BOARDS, PAINT BLACK, BASE BID
Northing
1
XX
25.55'
.00'
B A
Point #
BB
2
2
R15
01/06/2016 95% CONSTRUCTION DOCUMENTS
Point Table
BB
2
ALTERNATE 2
2
BB
B
2
ALTERNATE 2 5 C-6.01
FOUL LINES, BASES, COACH'S BOXES AND BATTER'S BOX SHALL BE WHITE, 4" WIDTH LINES.
DUGOUT CURB, BASE BID
co
BB
2
35 EAST WACKER DRIVE SUITE 2200 CHICAGO, IL 60601 312.641.0510 www.smithgroupjjr.com
STADIUM FIELD, WARNING TRACK AND PITCHER'S MOUND
SHALL BE COLOR TAN. INFIELD AND OUTFIELD GRASS AREAS SHALL BE GREEN. PROVIDE BASE SLEEVES FOR 60' AND 70' BASES.
BB
2
5.00', TYP.
1 C-6.06
co
22
2
C
1.
BB
BB 18.9 6'
2
UTIL. STRUCTURES
D
BULLPEN GATE, BASE BID
CONCRETE PAVING, ALTERNATE 2
H
SOD
ALT
co
EXISTING ATHLETIC FIELD LIGHT
R K DIS PARTUS I N URBTR
OR
SCOREBOARD FOUNDATION - RELOCATED SCOREBOARD, BASE BID (SEE ELECTRICAL PLANS)
26.79'
2
27.00'
INFIELD MIX
BB 5 C-6.04
co
5 C-6.01
2
1
.00'
10.00'
CONCRETE SLAB BASE BID
LAYOUT AND MATERIALS LEGEND
1
R75
CH ICAGO
BB
ERN
1
OUTFIELD GATE, BASE BID
1
EA T S L IC
1 BB
ALT
1
0'
1 BB
2
2
RELOCATED STORAGE CONTAINER, BASE BID
C-2.03
5.0
4 C-6.03
FOUL POLE
SITE PREPARATION PLAN
BB BB
BB
BB
BB
FENCE FABRIC, RAILS AND ATTACHMENTS REPLACEMENT CHART 6 C-5.04
UTILITY HATCH, BASE BID
NOTE:
CODE
FENCE
JACKIE ROBINSON PARK
FENCE HEIGHT
A
BACKSTOP
20'-00"
B
DUGOUT
12'-00"
C
FOUL LINE
8'-00"
P-11007-087
OUTFIELD FENCE IS 5'-00" IN HEIGHT WITH NEW POSTS. * SEE FENCE SCHEDULE IN SHEET
0'
10'
20'
40'
Graphic Scale
Project North
CALL
DIGGER 312.744.7000
48 Hours (2 working days) Before You Dig.
LAYOUT AND MATERIALS PLAN
C-3.01
64
EXISTING 10" SEWER TO BE FIELD VERIFIED
CH ICAGO
EXPANSION JOINT, TYP.
INFIELD MIX
INV 28.50 2
2
1
2
1
1
2
2
1
2
1
ALTERNATE 1
1
1
2
1
2
2
1
5.00'
2
2
1
2
1
1
2
ALTERNATE 1
1
2
1
1
ATHLETIC FIELD LIGHT - ALTERNATE 1 CHINA LINK FENCE UTIL. STRUCTURES
D
35 EAST WACKER DRIVE SUITE 2200 CHICAGO, IL 60601 312.641.0510 www.smithgroupjjr.com
00'
R5.
2
R3
7
0'
14.40'
0.0
ALTERNATE 2
10.00'
6
2
10.66'
2
1
IZ E D
BRICK PAVERS - ALTERNATE 2
2
2
ALTERNATE 2
w
1 3"x2" REDUCER
1
2
COMFORT STATION, SEE ARCHITECTURE SHEET
w
2
2
2
2
2
2
2
ALTERNATE 2
320 LF - 3" DIP WM
ALTERNATE 2
2
2
2
2
2
2
2
2
2 2
2
2
CONNECT TO EXISTING WATER METER WITH 3" DIP WM. INSTALL 3" DIP WM IN SAME LOCATION AS EXISTING 3" SERVICE. 2 2 COORDINATE2SHUT DOWN W/ OWNER.
EXISTING LIGHT, TYP.
E
CHICAGO PARK DISTRICT
BRICK PAVERS - ALTERNATE 2 1 C-6.02
O
GA N
CONCRETE WALK WITH SCORE JOINT CONCRETE WALK WITH EXPANSION JOINT
CPD BACKSTOP BOOT CONNECTION TO EXISTING MANHOLE ALTERNATE 1
H
OR
SOD 3 C-6.02
CPD BACKSTOP / PLAYER'S AREA ALTERNATE 1
R K DIS PARTUS I N URBTR
EA T S L IC
LAYOUT AND MATERIALS LEGEND 7 C-6.01
1
1
2
2
2
1 APPROXIMATE LOCATION OF EXISTING 4" IRRIGATION MAIN TO BE FIELD VERIFIED
4
1
2
01/06/2016 95% CONSTRUCTION DOCUMENTS
1
43
.17
2
2
'
ALTERNATE 2 2
2
2
R8
1
.00
'
5
1
60.00'
1
ALTERNATE 1
8
R8.00
'
41
.69
R6
5.0
0'
2
'
2
20.42'
1
APPROXIMATE LOCATION OF EXISTING 2" IRRIGATION MAIN TO BE FIELD VERIFIED
31
11
.11
2
1
ALTERNATE 2
'
.01
R5
E2 2 1 TE NA
14.80'
'
2
1
0',
INFIELD MIX ALTERNATE 1
2 C-6.04
ATHLETIC FIELD LIGHT, TYP. ALTERNATE 1
1 TER
AL
2
5.0
CONCRETE PAVEMENT ALTERNATE 1
5 C-6.01
7'
AT
RN
TE
AL
5 C-6.01
2.3
2
TY
P.
1 BB
XX XX XX
DOUBLE 1ST BASE
1 BB
1
1
2
2
APPROXIMATE LOCATION OF 1 EXISTING 3" IRRIGATION MAIN TO BB BE FIELD VERIFIED
BB
R75 2
BB
4 C-6.04
APPROXIMATE LOCATION OF EXISTING 2-1/2" IRRIGATION LINE TO BE FIELD VERIFIED
1
.00'
1 BB
ALT
1
ERN
co
ATE
BB
-
BLEACHER, TYP. ALTERNATE 1
01/06/2016
FOUL LINE, TYP.
1
1 C-6.04
MAINTENANCE EDGE, TYP. ALTERNATE 1
1 C-6.03
CHAIN LINK FENCE DETAILS
co
ERN
9
1 BB
BB
2
JACKIE ROBINSON PARK
ALT
2
BB
ATE
2
1
1
2
1
BB
/2"
BB
2
2
1
2-1
BB
2
1
co
Point #
Northing
Easting
Description
1
1834414.42
1171398.33
APEX OF HOME PLATE
2
1834355.07
1171399.98
3
1834355.41
1171459.34
CENTER OF 2ED BASE
4
1834414.80
1171457.69
CENTER OF 3RD BASE
5
CENTER OF 1ST BASE
2
BB
P-11007-087
Point Table
1834384.42
1171429.35
CENTER OF PITCHER'S MOUND
6
1834440.53
1171554.82
ATHLETIC FIELD LIGHT POLE
7
1834448.93
1171428.45
ATHLETIC FIELD LIGHT POLE
8
1834383.16
1171364.89
ATHLETIC FIELD LIGHT POLE
9
1834257.15
1171377.59
ATHLETIC FIELD LIGHT POLE
2
BB
2 BB
1
2
BB
STADIUM FIELD IMPROVEMENTS, SEE C-301
BB
2
2
BB 2
APPROXIMATE LOCATION OF EXISTING 8" STORM SEWER TO BE FIELD VERIFIED
BB
2"
co
BB
20'
30'
Graphic Scale
DIGGER 312.744.7000
CALL co
C-3.02
48 Hours (2 working days) Before You Dig.
SOD
ORNAMENTAL TREE - ALTERNATE 2 2
2
2
2
2
2
2
2
2
E
IZ E D
CHICAGO PARK DISTRICT
RETAINING WALL / PIER ALTERNATE 2
2
O
GA N
BRICK PAVERS - ALTERNATE 2
2
H
OR
CONCRETE WALK WITH SCORE JOINT - ALTERNATE 2
R K DIS PARTUS I N URBTR
EA T S L IC
LAYOUT AND MATERIALS LEGEND
2
LAYOUT AND MATERIALS PLAN
CH ICAGO
ALTERNATE 2
10'
BB
2
2
0'
Project North
2
ALTERNATE 2 2
1
1
1
1
1
LAYOUT & MATERIAL NOTES:
2
2
2
2
2
w
1
1
1
1
w
1
1
ALTERNATE 1
1
2
WATER SHUT OFF/NEW CONNECTION TO BE COORDINATED OUTSIDE OF FIELD HOSE OPERATION HOURS. CONTRACTOR TO PROTECT FIELD HOUSE AND ADJUST TEMPORARY FENCING THROUGHOUT CONSTRUCTION. CONTRACTOR TO PROVIDE ADA ACCESSIBLE PATHS OF TRAVEL TO FIELD HOUSE.
2 1
2
ALL DIMENSIONS MUST BE FIELD VERIFIED AND ANY DISCREPANCIES REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
3.
SEE SHEET C-1.00 FOR BENCHMARK DESCRIPTIONS.
4.
LANDSCAPE ARCHITECT WILL PROVIDE TO THE CONTRACTOR AUTOCAD 2010 OR 2013. DWG FILES FOR LAYOUT USE. IF THERE ARE DISCREPANCIES BETWEEN THIS SET OF PLANS AND THE ELECTRONIC FILES, THE PLAN DRAWINGS SHALL CONTROL. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.
10.09'
2 17.00'
R7
.00
' 1
20.02'
2
1
1
1
1
2
2
2
2
1-CC
1.
PROVIDE 6" MINIMUM TOPSOIL FOR ALL SOD AREAS.
2.
REPAIR ALL DAMAGED TURF IN PARKWAY AND ON SITE BY CLEARING AND STRIPPING THE DAMAGED AREA AND REPAIR BY PROVIDING MINIMUM OF 6" TOPSOIL AND SOD.
3.
ALL SOD SHALL BE
1
1
2
2
2
DIMENSIONS ARE FROM CENTERLINE, FACE OF CURB, CENTER OF POST, OR EDGE OF PAVEMENT.
2.
1
2"
01/06/2016 95% CONSTRUCTION DOCUMENTS
BELOW FINISHED GRADE OF HARDSCAPE.
4.
REPAIR ALL DAMAGED TURF WITH SOD.
5.
ONE YEAR PLANT WARRANTY AND ONE YEAR TURF MAINTENANCE WARRANTY (BOTH) REQUIRED ON PROJECT.
6.
ORNAMENTAL TREE KEY CC: CERCIS CANADENSIS (EASTERN REDBUD) 8'-0" HEIGHT, 2.5" CALIPER / BALLED AND BURLAP, SPECIMEN SHALL BE FULL WITH MULTIPLE LEADER.
1
13.00'
35 EAST WACKER DRIVE SUITE 2200 CHICAGO, IL 60601 312.641.0510 www.smithgroupjjr.com
LANDSCAPE NOTES:
EXISTING CONCRETE TO REMAIN
2
1.
2
2
ALTERNATE 2
2
2
2
2
1
2
SEE PLAZA ENLARGEMENT (THIS SHEET)
1
2.00'
' .00 R5
2
3.44'
29.00'
3.04'
2
2
2
2
1
1
2
1
XX
2
1
XX
1
ALTERNATE 1
XX
COMFORT STATION - SEE ARCHITECTURE DRAWINGS ALTERNATE 2
-
3.00'
01/06/2016
4 C-6.06
CONCRETE PAVEMENT, TYP. ALTERNATE 2
10.00' TABLE, TYP. ALTERNATE 2
2
2
1
2.00' 7 C-6.01
2-CC
32.00'
2.00'
P-11007-087
EXPANSION JOINT, TYP.
R25
.00'
PLAZA ENLARGEMENT SCALE: 1'' = 5'
1
2 2
ALTERNATE 2
' .00
R5
NA
R TE2
00'
R4.
2 TE
AL
1
2
5 C-6.05
RETAINING WALL, TYP. ALTERNATE 2
PAVERS, TYP. ALTERNATE 2
1
Point Table
2
1
1
2
1
BB
BB
1
1
BB
BB
1
BB
1
1
2
2 C-6.05
A
0'
2
BB
PIER, TYP. ALTERNATE 2
1
2
APPROXIMATE LOCATION OF EXISTING 3" IRRIGATION MAIN TO 1 BE FIELD VERIFIED
1 C-6.05
1 TE
1
RN
TE
AL
2
5.0
65
JACKIE ROBINSON PARK
4
3
GATION MAIN TO ELD VERIFIED
2.67' 2.02'
2
2
29.00'
2.67'
5 C-6.01
1
4.00'
1
2
2
10.10'
22.10'
ALTERNATE 2
2
18.70'
10.00' PROVIDE FROST SLAB AT EACH DOOR, TYP.
18.70'
2
1
2
BB
1
1 BB
1
Point #
Northing
Easting
Description
1
1834414.41
1171192.81
NW CORNER OF BUILDING
2
1834414.41
1171207.81
NE CORNER OF BUILDING
3
1834354.39
1171192.81
SW CORNER OF BUILDING
4
1834354.41
1171207.81
SE CORNER OF BUILDING
Project North
0'
CALL
5'
10'
20'
Graphic Scale
DIGGER 312.744.7000
48 Hours (2 working days) Before You Dig.
LAYOUT AND MATERIALS PLAN
C-3.03
1'-0"
CH ICAGO
H
O
OR
GA N
1'-3"
9"
E
EA T S L IC
R K DIS PARTUS I N URBTR
IZ E D
CHICAGO PARK DISTRICT
3"
1" 1'-0", TYP. EQ.
EQ. 35 EAST WACKER DRIVE SUITE 2200 CHICAGO, IL 60601 312.641.0510 www.smithgroupjjr.com
1'-0" 01/06/2016 95% CONSTRUCTION DOCUMENTS
1 Synthetic Turf
2 Containment Curb
Scale: 1-1/2" = 1'-0"
3 Containment Curb Expansion Joint
Scale: 1" = 1'-0"
EQ.
Scale: 1" = 1'-0"
EQ.
3" CLR. (TYP) 1'-0"
XX XX XX -
01/06/2016
1'-3"
6"
5 Concrete Pavement
6 Synthetic Turf Home Plate
Scale: 1"=1'-0'
JACKIE ROBINSON PARK
Scale: 1"=1'-0'
P-11007-087 1'-6" SQ.
3"
3"
EQ.
3"
EQ.
3" 6"
1'-3" SQ.
SEE FENCE SCHEDULE
4 Chain Link Fence in Containment Curb
7 Expansion Joint - Enlargement
8 Synthetic Turf Base Anchor
Scale: 1" = 1'-0"
Scale: 1"=1'-0'
SITE DETAILS
Scale: 1"=1'-0'
CALL
DIGGER 312.744.7000
48 Hours (2 working days) Before You Dig.
BACKSTOP
MATCH EXISTING
FABRIC 6 GA., 2" MESH
TERMINAL/ CORNER POSTS & FTG. DEPTH 4" Ø 4' DEPTH
LINE POSTS & FTG. DEPTH 2.5" Ø 3'-6" DEPTH
LINE POST SPACING EXISTING POSTS
TOP RAIL 1.75" Ø
CENTER RAIL CONTINUOUS 1.75" Ø CORNERS ONLY 1.75" Ø
BOTTOM RAIL 1.75" Ø
TRUSS ROD W/ TURNBUCKLE CORNERS ONLY CORNERS ONLY
WINDSCREEN NO
CAP
YES
NO
C
FOUL LINE
8'
9 GA., 2" MESH
4" Ø 4' DEPTH
2.5" Ø 3'-6" DEPTH
6' O.C.
1.75" Ø
NONE
NO
B
BULLPEN
8'
9 GA., 2" MESH
4" Ø 4' DEPTH
2.5" Ø 3'-6" DEPTH
6' O.C.
1.75" Ø
CORNERS ONLY 1.75" Ø
1.75" Ø
CORNERS ONLY
NONE
NO
YES
OUTFIELD
5'
6 GA., 2" MESH
2.875" Ø 4' DEPTH
2.5" Ø 3'-6" DEPTH
8' O.C.
1.75" Ø
NONE
1.75" Ø
NONE
NONE
NO
YES
CAP
1.75 Ø
BOTTOM TENSION WIRE NONE
TOP RAIL
1
8"
O
GA N
END OR CORNER POST
8" x 1" TENSION BANDS @ 12" ON CENTER
H
E
IZ E D
CHICAGO PARK DISTRICT
BACKSTOP - PROVIDE ALL FABRIC, RAILS AND CONNECTIONS TO ATTACH TO EXISTING BACKSTOP POLES.
1
R K DIS PARTUS I N URBTR
OR
SEE PLANS
SEE FENCE SCHEDULE
HEIGHT
CH ICAGO
A
DESC.
EA T S L IC
FENCE SCHEDULE REPLACEMENT CODE
C-6.01
LINE POST TOP RAIL
CENTER RAIL
X 3 4" TENSION BAR
6'-6"
3 8"Ø DIAGONAL TRUSS ROD WITH BENT ENDS BETWEEN EACH CORNER & LINE POST ALSO LINE & GATE POST.
#9 GAUGE STEEL FABRIC TIES @ 12" ON CENTER
SLOPE CONCRETE FOR DRAINAGE
POST CAP
NOTE: ON SINGLE GATE, PROVIDE 3" DIA. POSTS. ON ALL GATES PROVIDE LATCHING DEVICE TO ACCOMMODATE PADLOCKING IN BOTH OPEN AND CLOSED POSITIONS. PADLOCKING IN BOTH OPEN AND CLOSED POSITIONS. GATES TO OPEN FULL 180°.
2" MESH WROUGHT STEEL CHAIN LINK FENCE GALV. AFTER FABRICATION
35 EAST WACKER DRIVE SUITE 2200 CHICAGO, IL 60601 312.641.0510 www.smithgroupjjr.com
FABRIC ON SAME SIDE OF FENCE AS FIELD GATE LATCH
6"
FINISH GRADE
6"
CONTAINMENT CURB
3"
GRADE LINE CONCRETE FOOTING
CONCRETE FOOTING
BOTTOM RAIL CHAIN LINK FENCE IN CONTAINMENT CURB
4 C-6.01
12" DIA. SINGLE GATE (18" DIA. FOR SWING GATE OVER 6'-0" HT.)
18" DIA.
4'-0" DEPTH FOR 8'-0 HT GATE.
TOP AND BOTTOM OF CHAIN LINK FENCE SELVAGE KNUCKLED
ENTIRE FENCE POST FOOTING INCLUDING POURED MONOLITHIC
GATE, TYP.
1 Chain Link Fence & Schedule
GATES: -FABRIC SAME AS FENCE -FRAME AS SPECIFIED -CORNER FITTINGS-COMPRESSION OR RIVETED TYPE -2 DIAGONAL TRUSS RODS -HEAVY DUTY HINGES, 3 PER SIDE -LATCHING DEVICE TO ACCOMMODATE PADLOCKING -CENTER REST FOR GATES THAT SUPPORTS WEIGHT OF GATES. NO METAL WHEELS. ALL FENCING AND GATE FABRICS, POSTS, RAILS AND FITTINGS TO BE FUSED AND BONDED, PVC COATED BLACK.
01/06/2016 95% CONSTRUCTION DOCUMENTS
10"
ALL PLASTIC CAP AND WINDSCREEN COLORS TO BE SELECTED BY ENGINEER.
2 Concrete Slab (Base Bid) Scale: 1" = 1'-0"
Scale: 3/8" = 1'=0"
1'-6"
6" DIA. STD. PIPE COLUMN
XX XX XX
1'-10"
-
3 - #4 HOOPS MINIMUM TOP AND BOTTOM
01/06/2016
6"
#4 SPIRAL REINFORCEMENT(6" PITCH)
2'-10"
10'-0"
JACKIE ROBINSON PARK
(9) - #8 VERT. BARS SPACED EQUALLY
P-11007-087
1'-8" LONG #6 BAR THRU 78" DIA. HOLE IN FOUL POLE
2'-4"
18'-0"
3" MIN CLR.TYP.
SITE DETAILS
2'-6"
3 Pitchers Mound (Base Bid) Scale: N.T.S.
4 Foul Pole (Base Bid) Scale: N.T.S.
5 Foul Pole Foundation Scale: 1/2"=1'
CALL
DIGGER 312.744.7000
48 Hours (2 working days) Before You Dig.
C-6.03
66
Jackie Robinson Park Preliminary Statement of Probable Construction Cost ‐ 95% Construction Documents Item Field Construction ‐ Stadium Field ‐ BASE BID Mobilization Erosion Control Construction Fence with Fabric General Earthwork Topsoil Removal (6" depth average) Excavate and Removal (Field Detention) Synthetic Turf (Material & Install) Containment Curb Stone Base (P210) ‐ 6" depth average Drainage Aggregate CA‐7 Underdrain Filter Fabric Flat Drain Cleanouts Control Structures Basins/Manholes City Sewer Connection Misc Bases / Mound Foul Poles Scoreboard Relocation Thickened Slab Chain Link Fence Removal/Replace Fabric Backstop Chain Link Fence Removal / Replace Fabric 12' HT Chain Link Fence Removal / Replace Fabric 8' HT 12'‐0" Chain Link Fence (Foul Line) 8'‐0" Chain Link Fence (Back of Dugouts) 5'‐0" Chain Link Fence (Outfield Fence) Chain Link Fence Gates Sod
Field Construction ‐ Little League Field ‐ ALTERNATE 1 Mobilization Salvage Infield Mix (assume 6" depth) Erosion Control Construction Fence with Fabric General Earthwork Backstop / Bench Demolition Backstop Bleachers Place salvaged Infield Mix 6'‐0" Chain Link Fence 8'‐0" Chain Link Fence Temporary Irrigation Basins/Manholes Stormwater Pipe (Ave 6") 4" Underdrain / Trench and Backfill Cleanouts Athletic Field Lighting ComEd Connection & Meter Electrical Connections Concrete Paving Sod
Comfort Station ‐ ALTERNATE 2 Mobilization Erosion Control General Earthwork Construction Fence with Fabric Building & MEP Concession Area Exhaust Janitor's Closet Exhaust Water Line Connection 3" Water Line 2" Water Line Water Valves Sanitary Line Sanitary Connection Sanitary Manhole and Cleanout ComEd Connection & Meter Reroute of irrigation line (4" DIP) Stormwater Pipe (Ave 6") Basins/Manholes Concrete Paving Concrete walk from comfort station to JR Field 18" Cast‐in‐Place Concrete Seat Wall Seatwall Cap ‐ Concrete Unit Pavers Unit Paver ‐ Concrete Slab Picnic Tables Ornamental Trees Temporary Irrigation Sod
Quantity
01/11/2016 SGJJR 20583.000
PART 1 - GENERAL
Alternate 4 ‐ (Building Veneer) Brick Base Bid CMU
67
1.1
Unit
Unit Cost
1 1 1400 1 950 5620 50664 1033 935 4170 755 5615 850 9 1 4 1 1 2 1 270 1 1 1 460 100 350 5 1727
LS LS LF LS CY CY SF LF CY CY LF SY LF EA EA EA EA LS LS LS SF LS LS LS LF LF LF EA SY
$ 25,000.00 $ 5,000.00 $ 18.00 $ 20,000.00 $ 50.00 $ 50.00 $ 5.50 $ 28.00 $ 55.00 $ 45.00 $ 40.00 $ 1.25 $ 10.00 $ 500.00 $ 4,000.00 $ 2,200.00 $ 5,000.00 $ 12,000.00 $ 8,000.00 $ 10,000.00 $ 10.00 $ 10,000.00 $ 6,000.00 $ 1,200.00 $ 85.00 $ 60.00 $ 45.00 $ 125.00 $ 5.50
$ 25,000 $ 5,000 $ 25,200 $ 20,000 $ 47,500 $ 281,000 $ 278,652 $ 28,924 $ 51,425 $ 187,650 $ 30,200 $ 7,019 $ 8,500 $ 4,500 $ 4,000 $ 8,800 $ 5,000 $ 12,000 $ 16,000 $ 10,000 $ 2,700 $ 10,000 $ 6,000 $ 1,200 $ 39,100 $ 6,000 $ 15,750 $ 625 $ 9,499 $ 1,147,243 Subtotal 5% Contingency $ 57,362 $ 1,204,605 TOTAL
1 180 1 1324 1 1 1 2 180 120 140 1 3 241 567 5 4 1 1 2918 5421
LS CY LS LF LS LS LS EA CY LF LF LS EA LF LF EA EA LS LS SF SY
$ 10,000.00 $ 10.00 $ 5,000.00 $ 18.00 $ 15,000.00 $ 5,000.00 $ 42,000.00 $ 17,000.00 $ 15.00 $ 50.00 $ 60.00 $ 10,000.00 $ 2,200.00 $ 45.00 $ 25.00 $ 500.00 $ 40,000.00 $ 2,000.00 $ 25,000.00 $ 7.00 $ 5.50
$ 10,000 $ 1,800 $ 5,000 $ 23,832 $ 15,000 $ 5,000 $ 42,000 $ 34,000 $ 2,700 $ 6,000 $ 8,400 $ 10,000 $ 6,600 $ 10,845 $ 14,175 $ 2,500 $ 160,000 $ 2,000 $ 25,000 $ 20,426 $ 29,816 Subtotal $ 435,094 5% Contingency $ 21,755 $ 456,848 TOTAL
1 1 1 1870 1 1 1 1 420 8 2 110 1 1 1 545 205 4 2062 1564 62 60 542 542 2 6 1 1822
LS LS LS LF LS EA EA LS LF LF EA LF LS LS LS LF LF EA SF SF LFF LF SF SF EA EA LS SY
$ 10,000.00 $ 5,000.00 $ 15,000.00 $ 18.00 $ 325,000.00 $ 2,500.00 $ 2,500.00 $ 5,000.00 $ 50.00 $ 45.00 $ 125.00 $ 55.00 $ 2,500.00 $ 4,000.00 $ 2,000.00 $ 40.00 $ 45.00 $ 2,200.00 $ 7.00 $ 7.00 $ 350.00 $ 150.00 $ 12.00 $ 7.00 $ 2,200.00 $ 800.00 $ 10,000.00 $ 5.50
Total
$ 10,000 $ 5,000 $ 15,000 $ 33,660 $ 325,000 $ 2,500 $ 2,500 $ 5,000 $ 21,000 $ 360 $ 250 $ 6,050 $ 2,500 $ 4,000 $ 2,000 $ 21,800 $ 9,225 $ 8,800 $ 14,434 $ 10,948 $ 21,700 $ 9,000 $ 6,504 $ 3,794 $ 4,400 $ 4,800 $ 10,000 $ 10,021 Subtotal $ 570,246 5% Contingency $ 28,512 $ 598,758 TOTAL
TOTAL CPD Construction Budget Alternate 3 ‐ DEDUCT Synthetic Turf (Material & Install) Containment Curb Temporary Irrigation Sod Stone Base (P210) ‐ 6" depth average Excavate and Removal Drainage Aggregate CA‐7 Filter Fabric
SECTION 312319 - DEWATERING
$ 73,013 $ 12,320 $ 10,000 $ 3,663 $ 13,530 $ 100,000 $ 76,500 $ 1,844 Subtotal 5% Contingency TOTAL
RELATED DOCUMENTS A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. PREINSTALLATION MEETINGS
A. 1.3
Preinstallation Conference: Conduct conference at Project site: 1. Location to be identified by Owner’s Representative. FIELD CONDITIONS
A.
Project-Site Information: A geotechnical report has been prepared for this Project and is available for information only. The opinions expressed in this report are those of a geotechnical engineer and represent interpretations of subsoil conditions, tests, and results of analyses conducted by a geotechnical engineer. Owner is not responsible for interpretations or conclusions drawn from this data. 1. Make additional test borings and conduct other exploratory operations necessary for dewatering according to the performance requirements. 2. The geotechnical report is included elsewhere in Project Manual.
PART 2 - EXECUTION 2.1
PREPARATION A.
Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by dewatering operations. 1. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding site or surrounding area. 2. Protect subgrades and foundation soils from softening and damage by rain or water accumulation.
B.
Provide temporary grading to facilitate dewatering and control of surface water.
C.
Protect and maintain temporary erosion and sedimentation controls, which are specified in Section 311000 "Site Clearing," during dewatering operations.
2.2
INSTALLATION A.
Install dewatering system if neccesary utilizing wells, well points, or similar methods complete with pump equipment, standby power and pumps, filter material gradation, valves, appurtenances, water disposal, and surface-water controls. 1. Use filters or other means to prevent pumping of fine sands or silts from the subsurface.
B.
Place dewatering system into operation to lower water to specified levels before excavating below ground-water level.
DEWATERING
2.3
312319 - 1
OPERATION A.
Operate system to lower and control ground water to permit excavation, construction of structures, and placement of fill materials on dry subgrades. Drain water-bearing strata above and below bottom of foundations, drains, sewers, and other excavations.
B.
Dispose of water removed by dewatering in a manner that avoids endangering public health, property, and portions of work under construction or completed. Dispose of water and sediment in a manner that avoids inconvenience to others.
C.
Remove dewatering system from Project site on completion of dewatering. Plug or fill well holes with sand or cut off and cap wells a minimum of 36 inches below overlying construction.
2.4
PROTECTION A.
Protect and maintain dewatering system during dewatering operations.
B.
Promptly repair damages to adjacent facilities caused by dewatering.
END OF SECTION 312319
$ 2,260,212 $1,700,000
13275 440 1 666 246 2000 1700 1475
SF LF LS SY CY CY CY SY
$ 5.50 $ 28.00 $ 10,000.00 $ 5.50 $ 55.00 $ 50.00 $ 45.00 $ 1.25
$ (205,640) $ (16,604)
1950 1950
SF SF
$ 22.80 $ 44,460 $ 14.00 $ 27,300 Increase $ 17,160
$ (37,895) $ (181,000) $ (111,150) $ (5,175) $ (557,464) $ (2,787.32) $ (560,250.82)
DEWATERING
312319 - 2
1.
SECTION 321313 - CONCRETE PAVING
2.
PART 1 - GENERAL 1.1
3.
SUMMARY A.
Section includes concrete paving on an aggregate base as indicated on drawings.
B.
Related Sections: 1. Site Cast-in-Place Concrete Section 033001 2. Earth Moving Section 312000 3. Concrete Paving Joint Sealants Section 321373
1.2
4. 3.3
CONCRETE INSTALLATION A.
Expansion Joint 1. Provide expansion joints at all points of contact with fixed objects, such as building, curbs, pavement, poles, signs, drainage structures and hydrants, at intervals not exceeding 50 feet, or as indicated.
B.
Placing Concrete 1. Placing shall comply with applicable portions of Section 033001 Site Cast-In Place Concrete. 2. Placing of concrete shall be continuous between expansion joints. 3. Vibrators may be used provided they are operated under experienced supervision and forms are constructed to withstand their action. 4. Slab shall be one-course concrete of widths and depth, and cross-sloped as indicated. 5. Finish surface of slab to grade and cross section by floating. After floating, trowel the surface smooth and edge all edges and joints.
C.
Tooled joints shall consist of 1/4 inch wide tooled joint with trowel edge location as indicated on drawings.
REFERENCES A.
1.3
Illinois Department of Transportation Standard Specifications for Road and Bridge Construction, Adopted January 1, 2007, (IDOT Specifications) or Latest Edition. QUALITY ASSURANCE
A.
Testing 1. Testing shall comply with the applicable portion of Section 033001 Site Cast-In Place Concrete.
B.
Job Mock-Up 1. The Contractor shall construct a mock-up sample, 5 feet square minimum, of each type of paving system listed above and shall indicate the finish, pattern, joints, and workmanship required in actual construction. The Contractor shall make all mock-up samples as required until acceptable to the Professional Service Consultant. 2. The selected mock-up shall become a minimum standard of workmanship when accepted and shall be matched throughout the project. The sample may be constructed as part of the project and, if approved, will be accepted as part of the work. However, should the sample fail to meet the Professional Service Consultant approval, it shall be removed and reconstructed until approved.
1.4
3.4 A.
Environmental Conditions 1. Refer to Section 033001 Site Cast-In Place Concrete for placing concrete in either cold or hot weather.
C.
Protection 1. Protect the work and adjacent property from damage during progress of the work. 2. Construction equipment which will damage existing or new pavement shall not be used.
Sidewalks: Medium broom finish. PROTECTION AND CURING
A.
Existing work in place on which this work is dependent. Defects which may influence satisfactory completion and performance of this work shall be corrected in accordance with the requirements of the work in place prior to commencement of the work. Commencement shall be construed as work in place being acceptable for satisfying the conditions of this section.
B.
1.5
CONCRETE FINISH
3.5
JOB CONDITIONS A.
Maintain finished subgrade in a smooth and compacted condition until concrete has been placed. When the mean daily temperature is less than 35 degrees Fahrenheit, protect the subgrade from freezing. Immediately prior to placement of concrete, verify depth of slab or walk. If necessary, remove material as required to bring all portions of subgrade to correct elevation. Concrete shall not be placed on any portion of subgrade which has not been verified for correct elevation. Subgrade shall be damp but not saturated with water.
B. 3.6
All protection and curing shall comply with the applicable portion of Section 033001 Site Cast-In Place Concrete and color conditioner manufacturer’s instructions. Apply membrane per manufacturer’s recommendations. FIELD QUALITY CONTROL
A.
Concrete Pavement 1. Perform compressive strength test according to ASTM C31 and C39. 2. Perform slump measurement according to ASTM C143. 3. Perform air content according to ASTM C231. 4. Rate of testing shall comply with the applicable portion of Section 033001 Site Cast-In Place Concrete.
SUBMITTALS A.
Concrete mix design and concrete load tickets as specified in Section 033001 Site Cast-In Place Concrete.
CONCRETE PAVING
321313 - 1
PART 2 - PRODUCTS 2.1
CONCRETE PAVING 3.7
CONCRETE A. B.
2.2 A. 2.3
A.
All concrete shall comply with applicable portions of Section 033001 Site Cast-In Place Concrete. Only one brand of cement shall be used throughout the work.
3.8
2.4
2.5
FINAL GRADES A.
All formwork shall comply with the applicable portion of Section 033001 Site Cast-In Place Concrete.
The final grades shall be provided to elevations as shown on the drawings to a vertical tolerance of +1/4 inch.
B.
The completed surface is to be smooth, free of pockets that retain water and have a maximum variation of 1/4 inch when measured with a 10-foot straightedge.
All reinforcement shall comply with the applicable portion of Section 033001 Site Cast-In Place Concrete.
END OF SECTION
EXPANSION JOINT A.
Concrete spilled on the pavement or structures shall be removed and the pavement or structures thoroughly cleaned before the concrete sets. Spilled concrete shall not be washed into sewers or drains. Restore the site of the work to a neat and sightly appearance, including removal of excess materials, forms, and equipment.
FORMWORK
REINFORCEMENT A.
321313 - 3
CLEANING
All expansion joints shall comply with applicable portions of Section 321373 Concrete Paving Joint Sealants. CURING COMPOUND
A.
All curing compound shall comply with the applicable portion of Section 033001 Site Cast-In Place Concrete.
PART 3 - EXECUTION 3.1
INSPECTION A. B.
3.2
Examine subgrade which shall have walks placed for improper grade, poor compaction, moisture, frost, or other conditions which will adversely affect execution or quality of the work. Do not place concrete until conditions are satisfactory. CONCRETE PAVEMENT
A.
Subgrade Preparation 1. All subgrade preparation shall comply with “Earth Moving” (Section 312000), and details shown on the drawings.
B.
Setting Forms 1. Forms shall be straight and of sufficient strength to resist springing, tipping or other displacement during process of depositing and consolidating concrete. 2. Arrange forms to provide cross-slope as indicated. 3. Set forms at least one day’s construction ahead of the actual placing of concrete. Supply of forms shall be sufficient to permit forms being kept in place for at least 12 hours after concrete has been placed. 4. Clean and oil forms before each use.
C.
Before Placing Concrete
CONCRETE PAVING
321313 - 2
CONCRETE PAVING
321313 - 4
68
Site Photographs, Art Works and Physical Model 2012 - 2015 Works Solo Work The solo design project, Scott & White Hospital's Healing Garden in College Station, Texas, has been built, and site photographs were taken during a recent site visit. Marker renderings and a physical model are also included in this section.
69
Built Project Pictures - Scott & White Natural Therapy Garden
Marker Rendering
Physical Model-LSGCD Watersmart
70
Northwestern University Coastal Wall Evanston, Illinois SmithGroupJJR, 2015 3D Modeling and Documentation Rhinoceros and Grasshopper Solo Work This coastal wall is located along the fire lane outside the Lakefront Athletic Complex in Northwestern University. We collaborated with Texas A&M University Coastal Engineering to develop a coastal wall that can restrain waves from Lake Michigan. However, due to the limited construction budget, we were asked to revise this coastal wall in order to reduce the construction cost. The requirement for this revision is to make every profile of the wall stay within the full recurve profile developed by Texas A&M, in order to reduce the wall size while still remains functional. We were also asked to provide construction documentations for this coastal wall to give guidance on the formwork to the pre-cast concrete contractor. Rhinoceros and Grasshopper were utilized to model the coastal wall and automate the documentation. The model was made to be editable through several parameters in case there will be any changes in the future.
71
Northwestern University Coastal Wall
Coastal Wall Location
Start Portion
Mid Portion
End Portion
Coastal Wall Profiles
72
Northwestern University Coastal Wall
Cutting Surfaces for Start Portion
Grasshopper Modeling for Start Portion
Sections for Start Portion
Coastal Wall Front View
Coastal Wall Elevation
73
Grasshopper Documentation for Start Portion
Northwestern University Coastal Wall
Cutting Surfaces for End Portion
Grasshopper Modeling for End Portion
Sections for End Portion
Grasshopper Documentation for End Portion
74
Yucheng Wang Landscape Architecture Portfolio 2012 - 2015
Planning | Design | Construction