Time flies when you're having fun.underground said:It should only be a few more years before it's ready!
Time flies when you're having fun.underground said:It should only be a few more years before it's ready!
The buildings to be built on the Greenway are over ramps. Thus the design and engineering made specific provision for structures, and their weight, at these locations.
Charlie_mta said:The buildings to be built on the Greenway are over ramps. Thus the design and engineering made specific provision for structures, and their weight, at these locations.
The ones proposed for the Bullfinch Triangle will not be over ramps, but will be right over the main (non-ramp) tunnels. Also, I think the tunnels, at least near Causeway Street, are close to the surface as they emerge out of portals just on the north side of that street.
As for the rest of the Greenway, the cost of spanning the tunnels could be offset by allowing some high-rise construction. I think a mix of low, mid, and high-rise would be a good mix anyway. The taller buildings would offset the cost of hefty foundations and beams needed for the smaller as well as larger buildings.
CA/T Project Tunnel design assumptions. In addition to being designed for full soil backfill and surface roadway surcharges, the design of CA/T Project tunnel structures in the Bulfinch Triangle area included some consideration of future building loading. In order to develop load
cases for the final design of the CA/T Project tunnel structures, hypothetical building masses based on applicable zoning and the then-current street configuration were assumed. The CA/T Project tunnels were designed to support these building masses (described below) among other load scenarios. Capacity may exist to support additional building loads, based on specific building designs and their relationship to the underlying tunnel structures. The Selected Developer will be responsible for demonstrating that all proposed buildings will not adversely affect the underlying tunnel structures, as described below.
i. Assumed building mass and site plan. The design loads from future development for the tunnel structures were based on a preliminary concept of an eight-story building across former Parcels 1 and 2 (current Parcels 1, 1B, 2 and 2A). These loads were considered in the final design of the tunnels.
ii. Assumed building structure. It was assumed in the engineering analyses that the columns of the hypothetical test-case buildings would bear directly on the tunnel and ramp structures. The buildings would have irregular column grids in order to align with some of the SPTC walls of the tunnels. This would result in spans of 15 to 32 feet for former Parcel 1 (current Parcels 1 and 1B) and spans of 10 to 30 feet for former Parcel 2 (current Parcels 2 and 2A).
Floor-to-floor heights for the building would be approximately 14 feet. The engineering analyses assumed that moment-resisting space frames would be used for the building. A single basement level and complete removal of soil under the building was assumed in the engineering analyses. The assumed building masses were conceptually designed using the current State Building Codes and realistic assumptions in order to ensure that capacity in the tunnel structures was available. Only vertical dead and live loads of the building were considered during the final design of the tunnels. All relevant loads, including, without limitation, wind and earthquake impacts, should be considered as the final building design progresses. [Note: the seismic loads, which were not factored, could affect the size of the building.]
iii. Highway structure impacts. The foregoing loads were applied on the mainline tunnel roofs as point loads distributed over three roof girders instead of soil loads. Although the tunnels were checked to accommodate the loading from the building structure, no specific attachment details or locations were developed or mandated.
Clearance to tunnel roof structures. The depths from the surface of the Parcels to the roofs of the tunnel structures vary in a north/south and east/west direction. The CANB and CASB tunnels rise as they proceed northward from North Washington Street to the Bridge, while ramp SA-CN drops slightly (although there is generally very little cover over the SA-CN tunnel). The street grade rises by approximately 1.5 feet in a north/south direction over the same area. In the Valenti Way area, the street grade is at approximately elevation 112 while the roof of the CANB tunnel is near elevation 96 (16 feet below street grade), the CASB tunnel is near elevation 99 (13 feet below street grade) and the SA-CN tunnel is near elevation 111 (1 foot below street grade). Near the midpoint of the Parcels (north/south direction), the street grade is at approximately elevation 113.5 while the CANB tunnel is near elevation 101 (12.5 feet below street grade), the CASB tunnel is near elevation 105 (8.5 feet below street grade) and the SA-CN tunnel is near elevation
110 (3.5 feet below street grade). All three upper tunnel structures are at nearly the same elevation as they near Causeway Street: while the street grade is at approximately elevation 113.5, the CANB and CASB tunnels are near 111 (2.5 feet below street grade), and the SA-CN tunnel is near 109.5 (4 feet below street grade).
And if your original intent was to restore a small-scale urban grid to the Greenway, you don't achieve that by constructing mid-rises and high-rises on your parcels.
Ron Newman said:Weren't the MassHort parcels designed to have small buildings on them?
Thanks for the correction dirtywater.dirtywater said:Parcel 18, the ramp parcel opposite International Place as shown on the parcel summary linked to stellarfun's post, not Parcel 17, is reserved for the New Center for Arts and Culture. Parcel 17 is part of the Wharf District Parks.