Now onto the Northeast Quadrant!. . .
As before, rendering accuracy is an ANTI-guarantee with how craptacular these drawings are. Depicts the gist...not the microscopic split hairs.
PRELIM NOTE:
Probable service patterns here are 2 branch schedules (6 min. headways each) interlaid for 3-min. headways on the NE quadrant...possibly more if you can eliminate the last two trafic signal-shared grade crossings (more on that later). Theoretically you can radially thru-route to Kendall & BU-or-Harvard on NW quadrant or straight up Union Sq. Branch, but there's near-0% chance Union/Porter gets any play when NW quadrant has all the demand. IF the subway stays stet, downtown slots loop at Brattle Loop like the NW Ring quadrant. But IF the Green Line-Transitway link has been built replacing unbuilt Silver Line Phase III, thru-route the NE Quadrant to the Seaport. North Shore has limited access to South Station, and since SL3 has such a difficult time making schedule in traffic this probably has to be the drop-in replacement for Chelsea-Seaport. Regardless of longer trip, SL3 can't hack more frequencies and has threadbare troubleshooting options. Honestly, if you can't find 'totes awesome other bus users for the Chelsea transitway to keep it dual-mode you might as well jackhammer up the pavement for a ballasted trackbed, because a wheezing SL3 gets avoided like the plague if vehicles **reliably** are hitting the other direction every 3 mins.
#0. Brickbottom Jct.
NOTES: GLX project does not have up-to-date schematics of the Brickbottom flyovers and carhouse track configuration...only online docs are ooooollllld. So omitting that render rather than take way-off wild guesses. GLX is building for Lechmere<-->carhouse and Union Branch<-->carhouse non-revenue moves on perfect grade separation. So we know you can run Urban Ring Northeast service patterns to/from Lechmere and to/from Urban Ring Northwest with little more than TBD minor/moderate reconfiguration of the carhouse leads...that's not in question. Scope of work is probably going to be most related to switch separation near the carhouse to pry 2 mainline running tracks outside of yard limits so they can be run revenue service.
#1. Brickbottom to Sullivan
NOTES: Pan Am can have storage compensated for loss of (brand new!) Yard 21 with reactivation of Montvale Yard in Winchester on Lowell Line + yard tracks inside Everett Terminal by the gas tanks, such that they have staging areas on either side of Boston plus their normal idling spot behind BET between commuter runs. Didn't even hazard a guess as to what the CR track layout is underneath the 93 decks because it's not important. Didn't hazard a guess as to whether that CR 'superstation' @ Sullivan was buildable. Signal system does a stop-and-protect at BET's lightly-used driveway grade crossing, and any BET or Brickbottom carhouse employees get free-of-charge flag stop there by flashing their T ID at a 1-door platform area. For the installment plan...you
can do this part all by its lonesome, stub out on the tail tracks past Sullivan, and immediately extend C Line trains from North Station to here if you want to get your feet wet before crossing the Mystic. Doesn't take much designing or many shovels to get that done quick.
#2 Sullivan to Assembly
NOTES: (
Extra-shitty drawing job here!) Tracks switch from Yard 21 alignment to Mystic-crossing alignment by quick duck-under of OL/CR. Shivved an offset Assembly platform connected behind fare control w/ overpass to south headhouse...maybe 250 ft., not bad at all (looks far more tacked-on in my ugly drawing than it would be in functional real life). UR alignment takes up existing CR Mystic Bridge. System-worst inclines for freight trains give tracks on this 1989-built span extra separation + flanking emergency sidewalks as hedge against engine stalls...features not needed for LRT. Compact tracks, eliminate southerly sidewalk, and trade space savings for a north-facing footpath berth (doesn't matter if Encore goads somebody into building a footbridge sooner...it's free space on this bridge and connects to a set of outdoor faregates @ Assembly so go for it). CR relocates back to its old pre-'89 drawbridge alignment with straighter/shorter fixed bridge with less wicked incline. Bridge swaperoo necessary because RR must be on
south side of ROW to feed freight leads @ Everett Jct., and re-using the old drawbridge footings saves money with the shortest-length possible new-build span. Yes, Encore left the old draw span's approach alone and unencroached...it's still T property, not Wynn's.
#3 Everett
NOTES: (
Baaaad drawing job @ Sweetser Circle!) Tracks must switch sides from northerly to southerside side of ROW past Sweetser to get on-alignment for Chelsea. Placement of duck-under locked in to west by curve, to east by underground stream...so placement is more or less accurate. See add'l freight storage tracks inside Terminal as compensation for stealing Pan Am's 2 storage tracks out to 2nd St. More space available amid the gas tanks to further expand yard tracks to compensate for Somerville losses. Note path connectivity...off the repurposed 1989 Mystic Bridge, Northern Strand Trail, in/around/under the rotaries. FOAMER ALERT: Please keep your Saugus Branch LRT branch acid fantasies to yourself...it's out-of-scope for the base build to begin with. If you want to direct-duplicate the Wellington-Malden Orange Line and impale yourself on bugfuck-angle schedule-killing grade crossing hell, knock yourselves out in Crazy Transit Pitches but keep it the hell out of this thread. Ditto anyone with a burning desire to MOAR TUNNEL a spur into dead-center Downtowns Chelsea or Everett for personal 'feng-sui' that will never pass a real-world project scoring.
#4 Chelsea
NOTES: Mandatory grade crossing eliminations or closures @ 2nd St., 3rd St. (see little red X's indicating closure, Spruce, 6th/Arlington (ped underpass @ station), Cottage St. Everett Ave.
needs to be eliminated because it's a carpocalypse with all this train traffic plowing through on 2 (3?) modes, and has easy southern incline room in front Market Basket for a road overpass. But can't be done on north end without severing Vale/Maple intersection and either dead-ending those roads or making them loop around underneath Everett while it's still overpassing. Impacts to couple small busineses (though DoubleTree can live with it). This is all City of Chelsea internal politics; if they know what's good for them, they'll let the state eliminate the crossing. But it's their decision, and their self-destiny to be for it or against it...so can't bake that one into the project prereqs. And I wouldn't recommend trying to, because the tortured debates are worth 5 years in project delays. Either pounce if opportune, or fix it later; it's a car problem, not a service levels problem. Note also...I didn't try to eliminate Eastern Ave. crossing. *May* be doable to do a quick duck-under of Eastern then have tracks incline back up in center of Chelsea St. right before movable span if the Chelsea St. road lanes were reshaped to go "bow-legged" around the incline. Absolute feasiblity guaranteed...but another political shitshow that's other people's horse-trading to secure and can't be baked in as default project assumption. Always fixable later if city/state/Massport are at loggerheads. Eastern Ave. station features a Blandford St.-style pocket yard as feature for short-turning service and staging recovery run-as-directeds around scheduled maritime openings of the bridge. Stuff extra cars there so headways are uninterupted all points westbound during an opening.
#5 Logan/Eastie
NOTES: 2
fully optional intermediate station sitings offered...pick either/or but not both. Chelsea St. is if you want a catchment a little different from Wood Island duplication, assuming 1A gets some better grade separation around the street grid here and up-and-over access is provided. Bennington is closer to the heart of the action, but is largely duplicating of Wood Island without any plausible ability to integrate the two (600 ft. crow-flies, but
multiple grade changes make it a lot more footsteps between stops than it looks in 2D). Neither are knock-socks-off on unique demand, but something should be plugging the gap this side of the river. Eastie Haul Rd. ROW gets its large embankment scooped back (backfill from when this was an under-street freight yard in the 1980's) for traffic separation, along with quick-rising rail overpass where the Haul Rd. dumps out @ Frankfort/Lovell intersection. Note trolley-only turnout signal immediately at end of Chelsea St. bridge span. Note storage yard under the ramp spaghetti @ Logan Station. Note the excellent connectivity with Eastie Greenway. For purposes of the base build we are
NOT speculating on whether Massport's going to build a combo SL1/Urban Ring dual-mode transitway to each of the Airport Terminals. That would be nice for sure, but it's beyond-scope of the base build and crosses streams with that whole "Busway" vs. "Automated People Mover" debate. It's doable...just do it separately on Massport's time & dime.