Since January, 2003
            
 (a random before-and-after moment)
August 6, 2005
March 17, 2019 
3rd at Water St., Looking North (see more)

If you are looking for some light Christmas reading, you can sit down by the fireplace with all 335 pages (plus appendices!) of the newest revision to the plans for reconfiguring much of South Capitol Street, including the construction of a new Frederick Douglass Bridge.
This document, technically known as the Supplemental Draft Environmental Impact Statement (SDEIS), describes the new "revised preferred alternative" (RPA) design that tweaks the original preferred alternative in the Final EIS released back in 2011.
The bullet points for what the project plans are north/west of the Anacostia River are in the graphic at right (click to enlarge). The changes in this new RPA include:
* Changing the design of the bridge from a moveable span to a fixed-span bridge, which would save approximately $140 million in construction costs;
* Shifting the orientation of the new Douglass Bridge to an alignment parallel to the existing bridge, 30 feet down river, which avoids the need and lengthy process to acquire some land from Joint Base Anacostia-Bolling as well as a number of expensive relocation and reconstruction issues that a new alignment avoids (see page 2-91 of the SDEIS for details);
* A slight reduction of the size of the traffic oval on the western side (at Potomac Avenue):
* Replacing the previously designed circle on the eastern approach with an oval, located entirely in the DDOT right-of-way;
* And several other changes on the east side of the project that I will leave to others to discuss in detail. (See page ES-6 of the SDEIS.)
The initial design of the ovals and of the bridge itself were met with some consternation during this revision process. The SDEIS notes that in response to these concerns, DDOT has created a "Visual Quality Manual" for the project, which identifies design goals that are to "reflect the vision of providing a grand urban boulevard, which will be a gateway into the nation's capital, an iconic symbol of the District's aspirations in the 21st century, and a catalyst to revitalize local neighborhoods and the Anacostia Waterfront." (page 2-26).
As for the bridge itself, the version in this RPA will support three travel lanes in each direction, along with 18 feet of bicycle and pedestrian paths on *both* sides of the bridge--an 8-foot lane for pedestrians and a 10-foot birdirectional bike path. (Enlarge the image at right to see that I'm not lying about the bike/ped stuff.)
And the design of the bridge is to "make its primary aesthetic impact through its position (alignment), and the shape and sizes of its structural elements" and is to " aesthetically appear to be part of a continuous urban corridor." This includes the avoidance of "using elements, solely for aesthetic effect, which do not contribute to the support of the bridge." (page 2-28)
Plans for the reconfiguration of South Capitol Street as a "grand urban boulevard" have all along called for changing the intersection of South Capitol and M streets to an "at-grade intersection" (page 4-79), which would also mean that K and L would have signalized four-way intersections with South Capitol, unlike today. The wide median seen south of N would be established on the north end of the street as well, now all the way to D Street SE in the RPA. Also changing in this new plan are a few new left-turn options at I Street SE/SW and L Street SE.
Revisions have also been made to the ramps from South Capitol Street to I-395 and I-695, but the basics from the original plans remain, most notably the demolition of the existing suspended ramp from northbound South Capitol to the SE/SW Freeway.
Even with the revisions made to cut the costs of the new Douglass Bridge, this isn't a cheap project. The five phases together are anticipated to cost over $1 billion, with Segment 1, including the new bridge and traffic ovals, estimated at $480 million. The "grand boulevard"-izing of South Capitol Street is estimated at $153 million, and planned streetscape improvements to New Jersey Avenue between D and M streets SE at $42 million, plus another $358 million in east-of-the-river improvements (page 2-11).
Worn out yet? I sure am! (I've mostly lost track of how much of this is truly even "new" news at this point.) But perhaps you can regain your strength by Jan. 22, 2015, when the public meeting on this SDEIS will be held from 6:30 to 8:30 pm at Matthews Memorial Baptist Church Fellowship Hall, 2616 Martin Luther King Ave., SE. The public comment period is running until Feb. 2. DDOT is also still amidst the design/build proposal process, with proposals expected sometime in the spring.
The SouthCapitolEIS.com web site is now focused mainly on this SDEIS, of which clearly I've just scratched the surface; you can slog through my piles of posts on all of this over the years for the historical rundown.
UPDATE: Here's the WashCycle take on the latest plans, from a bike/ped perspective.
Comments (5)
   
 
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Comments

MJM says: (12/22/14 4:02 PM)
Oval or traffic circles are not supposed to have lights. When will DDOT learn.


MJM says: (12/22/14 4:04 PM)
Guess they didn't address the impact of an open I and H St SE? Will the intersection at NJ and I St need a light? I St is gonna be a speedtrack shortcut to VA Ave.


JD says: (12/22/14 4:08 PM)
I don't think that this is considered to be the permanent statement on stop lights from now until eternity on any of these roads.


E. Masquinongy says: (12/23/14 9:56 AM)
With a fixed bridge, how are DDGs going to dock at the Navy Yard?


JD says: (12/23/14 11:46 AM)
The city has told the Navy and the Feds that if they want a moveable span, they're going to have to pay for it. I'm not sure whether it's totally decided -- I could see this being a game of chicken, though I have no information on that. Just that I could imagine an announcement suddenly coming that it's going to be moveable after all, thanks to a deal with the Feds.



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900 B/O NEW JERSEY AVE SE   THEFT
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Recent Issued Building Permits Archive  
1017 3RD PL SE   
03/14/19 
JAUVON M GILLIAM / null
PP1902068 / POST CARD
1331 4TH ST SE CU   
03/13/19 
FC 1331 LLC / null
E1905237 / SUPPLEMENTAL
   
03/18/19 
FC 1331 LLC / BEN BEDDO
TL1900017 / CONSTRUCTION
REVISION to existing permit TL1700205 submitted to reduce scope of work to the permitted set to reduce costs.
1346 4TH ST SE   
03/04/19 
FC 1346 LLC / BOB BIROONAK; N/A
SG1900084 / CONSTRUCTION
One illuminated building sign and one double face illuminated blade sign
2 EYE ST SE   
03/12/19 
null / MIKE BOONE
AH1900650 / CONSTRUCTION
PEPCO-ALLEN-CREWS NEED TO REPLACE CABLE AT #2-EYE ST SE. 11PM-5AM 3 / 14 / 19-3 / 15 / 19
4 I ST SE   
03/19/19 
null
E1905494 / SUPPLEMENTAL
150 I ST SE   
03/15/19 
SQUARE 737 LLC / WILLIAM MOORE
AH1900647 / CONSTRUCTION
afterhours to take down tower crane with mobile crrane saturday 3 / 16 / 2019 and sunday 3 / 17 / 2019 from 4am tp 1159 pm
328 I ST SE   
03/06/19 
BRIAN HUSEMAN / JAMES W MONTGOMERY
E1905028 / SUPPLEMENTAL
212 M ST SE   
03/04/19 
SQUARE 769 LLC / BRIAN WARNER
UT1900015 / CONSTRUCTION
Remove an unknown number of USTs as they are encountered during construction activities.
300 M ST SE   
03/08/19 
FEDERAL CENTER LP / SAM HOLLEN
B1906302 / CONSTRUCTION
INSTALL NEW FIRST FLOOR SUITE ENTRY DOOR WITH CARD READER TO VACANT TENANT SPACE. INSTALL INTERIOR CONCRETE RAMP WITH 4 INCH ELEVATION CHANGE. PROVIDE EXIT LIGHT AND EXTERIOR LIGHT FIXTURE. 100 SQUARE FEET.
861 NEW JERSEY AVE SE   
03/11/19 
CONSOLIDATED RAIL CORPORATION / JOHN WYCKOFF
SB1900174 / CONSTRUCTION
An environmental assessment will be conducted at the parcel located 861 NJ Ave., SE involving installing 10 soil borings, 7 soil borings will be drilled to a depth of approimately 20 feet bgs and hree soil borings will be drilled to a depth of approximately 50 feet bgs. The soil borings will be drilled and the soil sampled using direct push technology (DPT) dual tube tooling 3.75. All cuttings ...
1299 NEW JERSEY AVE SE   
03/01/19 
UNITED STATES OF AMERICA / MAHMOUD KHACHAN
SB1900167 / CONSTRUCTION
Temporary Geotechnical Soil Borings Number of Borings: 2 Diameter of Boreholes: 6 inches Depth of Borings: 55 ft Drilling Method: Mud Rotary Abandonment Method: Tremie Grouting with Bentonite grout
79 POTOMAC AVE SE   
03/11/19 
RIVERFRONT HOLDINGS I LLC / null
E1905174 / SUPPLEMENTAL
227 TINGEY ST SE L1   
02/28/19 
UNITED STATES OF AMERICA / JOHN MCDONALD
P1904187 / SUPPLEMENTAL
AH = After Hours; B = Alteration & Repair; D = Demolition; E = Electrical; FB = Boiler; M = Mechanical; P = Plumbing and Gas; PC = Post Card; R = Raze; SG = Sign; TL = Tenant Layout; TN = Tent; RW = Retaining Wall;

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Project Directory
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Camden South Cap. ('13)
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225 Virginia/200 I ('12)
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1015 Half Street ('10)
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400 M ('07)
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