Upgrade F Street (including signal at Roeder Avenue) to new Maple Street

Designated Truck Routes Plan

Construct Maple Street and Chestnut Street within Marine Trades

Develop plan for Holly Street Striping, Access, Channelization, and Parking. Coordinate with Old Town Planning.

Upgrade C Street at Roeder Avenue including signalize and turn lanes along C Street

Signalize C Street intersection with Holly Street and provide turn lanes along C Street.

Upgrade Hilton Avenue at Roeder Avenue including traffic signal and turn lanes along Hilton Avenue

Upgrade Roeder Avenue between Hilton Avenue and C Street with additional drop/turn lanes at major intersections.

Improve Holly Street from F Street to Champion Street to provide turn lanes or restrict movements at intersections and enhanced pedestrian facilities (Based on Holly Street Striping, Access, Channelization, and Parking Plan).

Source: Transpo Group, March 2018

1.    The infrastructure phasing addresses the Marine Trades Area separate from the Downtown Waterfront, Log Pond, Shipping Terminal, and Cornwall Beach Areas.

2.    The off-site mitigation represents those improvements needed to support the redevelopment.

3.    Outbound vehicle trips represent peak direction of travel during the PM peak hour. This threshold represents the number of weekday PM peak hour trips that could be accommodated without additional infrastructure.

4.    Approximate square footage is provided for reference and is based on the average outbound vehicle trip rate of 660 trips per 1.0 million square feet related. This is based on an average rate as seen from the 2018 Sub-Area Plan analyzed and assumes mode splits consistent with the 2008 EIS. Depending on the land use mix, the actual square footage of the development that can be accommodated could be higher or lower than shown. The PM peak hour outbound vehicle trip threshold should be used to evaluate infrastructure needs and not the development square footage.

5.    The capacity assumes that infrastructure is constructed or planned such that 1) the city has completed design of infrastructure; 2) the city has secured financial commitments; and 3) the infrastructure will be constructed within a three-year period and/or transit service is actively available to new development within the Waterfront District.

6.    The existing street network has 0.5 million square feet of development capacity assuming areas of the site are utilized for industrial development.

Rebuild temporary Central Avenue

Construct Granary Avenue to Laurel Street

Signalize intersection at Granary Avenue and Roeder Avenue

Build Laurel Street to Cornwall Avenue, including at-grade crossing along Laurel Street and Cornwall Avenue

Construct local roads off Granary Avenue and Laurel Street including connection to Cornwall Beach

Transit Strategy and Facilities Plan Traffic signal at Laurel Street/Cornwall Avenue

Bay Street Parking Garage

Signalize Bay Street/Chestnut Street

Complete construction local roads in Downtown Area

Cornwall Bridge closed to relocate BNSF railroad

Provide a northbound left-turn lane and shared through/right-turn lane, and upgrade traffic signal at Cornwall Avenue/Chestnut Street.

Rebuild Cornwall Bridge with three lanes

Right turn drop lane along Cornwall Avenue at Maple Street.

Signalize Maple Street/Cornwall Avenue, Maple Street/State Street, Maple Street/Forest Street and upgrade Maple Street with shared lanes and enhanced pedestrian facilities.

Source: Transpo Group, March 2018

1. The infrastructure phasing addresses the Marine Trades Area separate from the Downtown Waterfront, Log Pond, Shipping Terminal, and Cornwall Beach Areas.

2. The off-site mitigation represents those improvements needed to support the redevelopment.

3. Outbound vehicle trips represent peak direction of travel during the PM peak hour. This threshold represents the number of weekday PM peak hour trips that could be accommodated without additional infrastructure.

4. Approximate square footage is provided for reference and is based on the average outbound vehicle trip rate of 410 trips per 1.0 million square feet related. This is based on an average rate as seen from the 2018 Sub-Area Plan analyzed and assumes mode splits consistent with the 2008 EIS. Depending on the land use mix, the actual square footage of the development that can be accommodated could be higher or lower than shown. The PM peak hour outbound vehicle trip threshold should be used to evaluate infrastructure needs and not the development square footage.

5. The capacity assumes that infrastructure is constructed or planned such that 1) the city has completed design of infrastructure; 2) the city has secured financial commitments; and 3) the infrastructure will be constructed within a three-year period and/or transit service is actively available to new development within the Waterfront District.

6. The existing street network has 1.7 million square feet of development capacity assuming the southwestern areas of the site are utilized for industrial development, using available capacity on both Cornwall Avenue and Wharf Street.

7. The total on-site capacity would be capped at 1,100 outbound PM peak hour vehicles (approximately 2.7 million square feet) while the Cornwall Bridge is rebuilt and the railroad is relocated to accommodate anticipated traffic generation within the adopted LOS standards during construction. Alternatively, the city could allow arterials serving the site to temporarily experience higher levels of vehicle traffic congestion. Consideration should be given to traffic safety and impacts on all modes to and from the site if this were to occur. Impacts could be evaluated through the biennial monitoring.