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CMAA Riverwalk Presentation
- 2. THE RIVERWALK DESIGN TEAM
- 3. THE RIVERWALK CONSTRUCTION MANAGEMENT TEAM
- 4. STAKEHOLDERS • City of Chicago • FHWA • IDOT • USACE • USCG • IDNR/ICMP • IEPA • MWRDGC • CTA • USFWS • Illinois Historic Preservation Agency • Building Owners • Commercial & Tour Boat Operators • Recreational Users/Boaters • Retailers/Business Owners • Utility Companies • Community Groups • Chicago Park District • Local Residents • Alderman
- 5. PROJECT GOALS Mission Develop the underutilized Riverwalk as a premier public space and continuous system. Project Themes • Cultural • Environmental • Economic • Recreational
- 6. CULTURAL OBJECTIVES • Create diverse gathering spaces • Celebrate the River’s uniqueness • Embrace the site’s history • Enhance community life
- 7. ENVIRONMENTAL OBJECTIVES • Restore aquatic habitat • Cultivate terrestrial habitat • Improve the water quality • Use sustainable building strategies
- 8. ECONOMIC OBJECTIVES • Maximize leasable opportunities • Activate the space along the River • Improve the perception of safety • Support commercial boating activity
- 9. RECREATIONAL OBJECTIVES • Create a continuous public walkway • Improve vertical circulation • Increase recreational boating • Provide more public river uses
- 11. PHASE 1 Michigan Ave. – State St. 2008 – 2009 Designers: RBA, Collins Contractors: Walsh & Rausch Const. Manager: Benesch Cost: $19M PHASE 2 State St. – LaSalle St. 2014 - 2015 Designers: Sasaki, RBA, Benesch Contractor: Walsh Const. Manager: Benesch Cost: $43M PHASE 3 LaSalle St. – Lake St. 2015 - 2016 Designers: Sasaki, RBA, Benesch Contractor: Walsh Const. Manager: Benesch Cost: $53M PROJECT PHASES
- 12. PROJECT FUNDING Phase 1 – Michigan Avenue to State Street • Central Loop tax-increment financing district (TIF) Phases 2 & 3 – State Street to Lake Street • Transportation Infrastructure Finance Innovation Act Program (TIFIA) • Provides credit assistance for qualified infrastructure projects • Intended only for projects of regional or national significance • CDOT submitted letter of interest to the USDOT in 2012 for funding • Loan maturity date is 2048 • Loan repayment methods: • Rent / Leases • Tour boats • Private boats • Charter boat docking • Advertising • Sponsorships
- 13. REGULATORY & PERMITTING PROCESS • The Chicago River is designated as “Waters of the United States” and is protected by federal law. • The City was required to obtain permission from Congress to construct the Riverwalk into the river. • On September 24, 2003, the U.S. House of Representatives passed Water Resources Development Act H.R. 2557 allowing the City to build: 20 feet into the river beneath each bascule bridge (six total). 25 feet between the bascule bridges. 50 feet between Franklin and Lake Streets where the river widens at the confluence of the three branches of the Chicago River.
- 14. PERMITTING Federal USACE • Section 404 (Clean Water Act) – Individual Permit USCG • Underbridge and Overall Project Sign-Off • Initial Risk Assessment for USACE Permit • Bridge Permit Application • Bridge Lighting Permit Application • Navigation Lighting Review USFWS • Threatened and Endangered Species Sign-Off FHWA • Notification of Adverse Effect and Memorandum of Agreement (MOA) • Final Plan Review Sign-Off State IEPA • Section 401 (Clean Water Act) – Water Quality Certification with Anti- Degradation Report • Stormwater Pollution Prevention Plan (SWPPP) IDNR/ICMP • ICMP Federal Consistency Determination & Certification + Part 3704 IDNR Permit MWRDGC • Hydraulic Analysis & Operations Report Sign-Off • Sewer Permit for Sewer Connections/Structure Modifications Illinois Historical Preservation Agency – State Historic Preservation Office (SHPO) • National Historic Preservation Act – Section 106 Sign-Off from Advisory Council on Historic Preservation City of Chicago CDOT • City of Harbor Permit • Irrigation & Landscaping DWM • Proposed Sewer Design Sign-Off • Water Supply Design Sign-Off OUC • Structures/Deep Foundations/Sheet Piling (Depth > 12 feet) Sign-Off • New Sewers or Drainage Structures (Depth > 12 feet) Sign-Off DEO • Electrical & Lighting – Internal DEO plan review and approval MOPD • Internal plan review and approval HED • Landmarks Commission – Internal plan review and approval Other Wacker Drive Building Owners/Managers • Verification of existing pipes and coordination/approval of proposed pipe extensions and related work CTA • Underbridge Structure over CTA Red Line Tunnel at State Street • Underbridge Structure under Wells Street – Brown & Purple Line Tracks • Marine Structure near CTA Blue Line Tunnel at Lake Street
- 15. PHASE 1 (COMPLETED 2009)
- 16. PHASE 1 (VIETNAM VETERANS MEMORIAL)
- 17. PHASE 1 (MICHIGAN AVENUE)
- 18. PHASE 1 (MICHIGAN AVENUE)
- 19. PHASES 2 & 3 (EXISTING CONDITIONS)
- 20. PHASES 2 & 3 (EXISTING CONDITIONS) Dearborn to ClarkState to Dearborn Clark to LaSalle LaSalle to Wells Wells to Franklin Franklin to Lake
- 21. PHASES 2 & 3 (EXISTING CONDITIONS) • River depth = 20 FT. • Existing walkway width = 10 FT. • Upper Wacker elevation = +22.0 • Existing dock elevation = +5.0 CCD • Normal water elevation = -2.0 CCD • Max. recorded water elevation = +4.1 CCD • Modeled 100yr storm elevation = +6.4 CCD
- 24. THE RIVERWALK PLAN – PHASES 2 & 3 • 6 distinct blocks (“rooms”) • Length of each room is approximately 300 feet except far west room • Length of far west room is approximately 600 feet
- 25. THE RIVERWALK PLAN – PHASE 2
- 26. THE MARINA PLAZA • Dining terrace / restaurant space • Custom public seating • Transition to Vietnam Veterans Memorial Plaza
- 27. THE MARINA PLAZA
- 28. THE MARINA PLAZA
- 29. THE MARINA PLAZA
- 30. THE COVE • Kayak and rental space • Facilitate human-powered watercraft docking • Shallow edge allows easy access to river
- 31. THE COVE
- 32. THE COVE
- 33. THE COVE
- 34. THE RIVER THEATER • Vertical access location • Sculptured staircase/ramp (“stramp”) • Boat/Water Taxi access
- 39. THE RIVERWALK PLAN – PHASE 3
- 40. THE WATER PLAZA • Recreational space • Interactive water features • Zero-depth fountain and water jets • High exposure to sunlight
- 41. THE WATER PLAZA
- 42. THE WATER PLAZA
- 43. • Ecological learning environment • Promotes aquatic and celestial habitats • Floating gardens • Fishing piers and overlooks THE JETTY
- 44. THE JETTY
- 45. THE JETTY
- 46. • Vertical access location • Largest room • 50’ build-out limit • Largest green space/park THE BOARDWALK
- 47. THE BOARDWALK
- 48. • Creates continuity between rooms • Close to water • Custom canopy structures THE UNDERBRIDGES
- 49. THE UNDERBRIDGES
- 52. PRIMARY STRUCTURAL DESIGN CHALLENGES • Expand the Riverfront • Incorporate the existing dock wall and provide redundancy • Poor soil conditions • Maintain constructability in submerged conditions • Crossing Beneath the Bascule Bridges • Coast Guard design criteria for vessel collision • Avoid existing tunnels and submarine cables • Maintain constructability beneath/adjacent to the bridges
- 53. Typical Room Design Challenges Expand the Riverfront • Various systems from floating docks to pile-supported piers were considered • Tieback system selected for cost and proven performance • Reuse the existing dock wall to minimize cost and construction impacts • System must have redundancy in the event of an existing tie rod failure • Riverwalk platform designed as structural slab on grade to alleviate settlement concerns • Address utilities that must extend and pass through new dock wall • Consider the constructability of various elements that will ultimately be underwater
- 54. Typical Room Plan View Expand the Riverfront
- 55. Typical Room Cross Section Expand the Riverfront
- 56. Assess the Existing Dock Wall Expand the Riverfront
- 57. Connect New and Existing Systems Expand the Riverfront
- 65. Jetty Plan View Expand the Riverfront
- 66. Jetty Design Challenges Expand the Riverfront • Pier layout limited the choice of structural system • Needed to avoid the existing tunnels beneath the river • Same vessel collision criteria as the underbridges • Must retain existing fill if existing timber piles and sheeting fail
- 67. Jetty Cross Section Expand the Riverfront
- 68. Underbridge Design Challenges Crossing Beneath the Bascule Bridges • Miss submarine cables and existing tunnels • Accommodate Coast Guard vessel collision criteria • Maintain constructability
- 69. Typical Underbridge Plan View Crossing Beneath the Bascule Bridges
- 70. Typical Underbridge Cross Section Crossing Beneath the Bascule Bridges
- 71. Vessel Collision Crossing Beneath the Bascule Bridges • 1,622 kip force parallel to channel • 811 kip force perpendicular to channel
- 72. Vessel Collision Crossing Beneath the Bascule Bridges • Marine Angel – Largest vessel to traverse both the Mississippi and Chicago Rivers • 500 ft long and 70 ft wide
- 73. Vessel Collision Crossing Beneath the Bascule Bridges
- 74. Vessel Collision Crossing Beneath the Bascule Bridges • Envelope behavior with two separate analyses • LUSAS finite element software • L-Pile for nonlinear soil structure interaction • Deflection was not deemed to be a critical limit state • Underbridges will create a substantial improvement to the protection of the existing bridge houses in the event of an impact
- 75. Vessel Collision at State Street Crossing Beneath the Bascule Bridges
- 76. Vessel Collision at State Street Crossing Beneath the Bascule Bridges
- 77. Vessel Collision at Jetty Pier Expand the Riverfront
- 78. Constructibility Crossing Beneath the Bascule Bridges • Drilled shafts had to be drilled adjacent to and beneath the bascule bridges • Constructing the interior shafts requires bridges to be open and remain open for extended periods of time • Underbridge drilled shaft cap is halfway underwater and must be placed in the dry
- 79. Drilled Shafts Crossing Beneath the Bascule Bridges
- 80. Drilled Shafts Crossing Beneath the Bascule Bridges
- 81. Drilled Shafts Crossing Beneath the Bascule Bridges
- 82. Drilled Shaft Cap Crossing Beneath the Bascule Bridges “Bathtub” construction method chosen by Contractor
- 83. Drilled Shaft Cap Crossing Beneath the Bascule Bridges • Contractor proposed to place the bottom and side primary reinforcement within the precast “bathtub” • Need to achieve adequate bond and horizontal shear transfer to ensure section behaves monolithically rather than as two separate members • Bar splicers and grooves
- 84. Drilled Shaft Cap Crossing Beneath the Bascule Bridges
- 85. Jacking Posts Crossing Beneath the Bascule Bridges