Waterville Waterfront Redevelopment

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Waterville Waterfront Redevelopment
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411 Consultants
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Proposal

• Amphitheater
• Front Street Revitalization
• Road and Parking Throughout Site
• Environmental Concerns
• Permitting
• Playground Options

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Playground Location
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Play Mart Leathers and
Associates Cedar Works 100
recycled plastic Unique designs Local
company Easy installation Community
oriented Inexpensive Inexpensive Great customer
service Easy installation
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Stage Design

• General Footprint
• 30 ft x 15 ft
• 2 Main Support Beams
• Cantilevered for Appearance
• Two Design Options
• Wood
• Steel/Concrete

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Benefits of Each Design

• WOOD
• Less Expensive
• Easier to Build/ Contract Out
• Traditional Appearance

• STEEL/CONCRETE
• Modern Appearance
• Generally More Weather resistant
• Longer Life Span

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Wood Stage

• Teak Decking
• 2 x 14 Braced Joists
• 5 x 15 Glulam Beams

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Steel/Concrete Stage

• W10 x 19 Gr. 50 Steel Beams
• Concrete Decking
• Verco Manufacturing

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Additional Considerations

• Enlarged Concrete Footing
• Convenient for Audio Equipment
• Fasteners/ Tie-downs
• Secure Lighting, Tarps, Props, etc.
• Permanent Lighting

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Stage Options
Towers for the lights and speakers with stand
alone acoustic walls
Frame with hanging lights and hanging acoustic
walls
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Amphitheater
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Proposed Amphitheater Grades
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Amphitheater Access Road
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Access Road Profile
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Front Street (South of Temple Street)
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Front Street Cross Sections
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Front Street (North of Temple)
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Front Street
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Example Pictures
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Two Lanes vs. One Lane

• Current Two Lane Road
• High accident rate
• High speeding
• Unsafe to pedestrians crossing
• Unsaturated flow at all hours

• Proposed One Lane Road
• Lower Accident Rate
• Low speeding incidence
• Safer for increased pedestrian activity
• More congestion at peak hours

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Current vs. Future Flows

• CURRENT
• 2-Lane 1-Way Road
• Average Flow
• 845 vehicles
• Saturation Flow
• 2353 vehicles

• PROPOSED
• 1-Lane 1-Way Road
• Average Flow
• 1993 vehicles
• Saturation Flow
• 991 vehicles

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New Road Centerline Elevations Proposed and
Current
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Retaining Wall
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New Parking Lots
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Parking Lot 1
Grading Cross Section
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Parking Lot 2
Grading Cross Section
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Grading Profile
1
1
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Retaining Wall Profile
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Retaining Wall Options
Cantilever Wall
Mechanically Stabilized Earth Wall
Gravity Wall
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Required Parking
A
C
D
B
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Required Parking
Parking Spaces Proposed 570
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ADA Compliance
Parking Spaces Proposed 570
2 of 570 12 Proposed Spaces 19
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Traffic Controlling
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Traffic Controlling
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Entrance
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Minor Exit
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Major Exit
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Railroad Considerations
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Environmental Concerns

• Site Assessment
• Based on SW Coles Phase I Brownfield Assessment

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Environmental Concerns

• Potential Sources and Contaminants
• Petroleum Products
• Metals
• PAH

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Environmental Concerns

• Results
• Detectable amounts of VOCs, SVOCs, fuels and
  some metals throughout site
• Mostly below acceptable limits
• PAH levels exceed EPA guidelines at former
  Lockwood location
• Groundwater tested within EPA MCLs

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Environmental Concerns

• Solutions
• Further testing
• Baseline-2 remediation
• Soil capping
• Off-site disposal

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Permitting

• Requirements
• Site Location of Development (Site Law)
• Natural Resources Protection Act (NRPA)

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Permitting

• Building
• Small buildings
• Transportation
• Driveways and parking spaces
• Basic Electrical
• Commercial, wiring, appliances, transformers,
  intercom systems
• Site Safety
• Alarms, lighting
• Temporary Permits

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Questions?