Portfolio_Yucheng Wang

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