Make
sure the drain
slots are blocked over the railroad right
of way and
ensure the
proposed bridge will
not increase the
volume of water
or change
the drainage flow to the railroad right of way.
Roadway grades, widths of lanes,
width
of
shoulders and medians are shown.
Fencing provided over railroad right of
way, or if not, an explanation is provided in the DCRG. Fence needed
on bridge if gap is greater than 2 feet between structures Note:
Fencing is not typically provided unless there are pedestrian elements
on the bridge, a rail yard or rail switch is beneath bridge, or
there is a history of vandalism in the area.
Refer to
the individual railroad company current grade separation guidelines.
Splashboard provided on barrier if bridge
is in area where snow blower could blow snow onto railroad right
of way.
Lighting provided over tracks, but in
a location where changing bulbs is easier and vertical clearance
is not reduced (i.e., not directly over tracks). Electrical service
needs
to be
located on TxDOT right of way. Lighting required
when bridge covers 80 feet of track or more, with distance measured
along the track.
Access provided to all adjacent property
owners in proposed facility.
Any right of way preparation work (removing
trees, etc.) on railroad right of way identified.
Any temporary at-grade crossings or haul
roads shown, including planking work by railroad company. Temporary
at-grade crossings should restrict access by the public by locked
fence or other means.
Hike and bike access provided on bridge
if needed.
Any railroad cantilever and flashing light
and gates under bridge will not hit bridge.
Highway stationing shown.
Bridge
National Bridge
Inventory (NBI) number shown if available.
Railroad access road shown (if needed).
Distance between dual structures shown.
Crash walls shown,
and (if railroads
require) guard rail installed by railroad on the track
if
center of any existing or future track is closer than 25 feet to face
of column.
Note included to stencil in DOT number
and railroad milepost on BNSF structures. Note clarifies that BNSF
will maintain.
Dimensions shown from centerline of rail
(both existing and future tracks) to face of footings and columns.
Permanent vertical clearance at least
23-foot
4 inch
minimum for UPRR
and 23-foot 6 inch
for
BNSF and
CPKC
. Must be shown from edge of railroad
right of way to edge of railroad right of way, with point of minimum
vertical clearance identified.
Minimum temporary vertical
per
individual railroad company grade separation guideline
.
Future tracks shown at 20-foot centers.
A future track may be shown on both sides of existing track at same
elevation as existing track if no other information available.
All bents and abutments are off railroad
right of way. If this is not true, an explanation is provided in
the DCRG, including how far design elements encroach into railroad
right of way.
For any demolition,
such as
removing a pier in railroad right of way, specify the
distance
below ground of the structural element that must be removed. (UPRR
and
CPKC
prefer 3 feet below finished grade
and 2 feet below base of rail, whichever is lower; BNSF prefers
3 feet below finished grade and 3 feet below base of rail, whichever
is lower.)
Plan details match information provided
in the DCRG.
Rail survey provided for all tracks under
the overpass.