p03_r01 existing track alignment
donegdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p03_r01_existing_track_alignment
Plan9 objects · 65 measurements · 10 notes · 14 labels
This crop is an existing track alignment plan showing the SR 21 bridge crossing the Central of Georgia Railroad Company existing track. Dashed outlines identify the limits of the left and right bridges, with four B.F.P.R. bent reference points and begin/end bridge stations. A surveyed top-of-rail elevations table is shown at the lower right.
Objects · 9
| Mark | Object | No. | Shape | Note |
|---|---|---|---|---|
| left bridge limits | 1 | dashed rectangular outline | Shown as LIMITS OF LEFT BRIDGE. | |
| right bridge limits | 1 | dashed rectangular outline | Shown as LIMITS OF RIGHT BRIDGE. | |
| existing railroad track | 1 | parallel linear track lines | Central of Georgia Railroad Company existing track. | |
| future access road alignment | 1 | linear dashed alignment | ||
| future track alignment | 1 | linear dashed alignment | ||
| B.F.P.R. BENT 1L | bridge bent reference point | 1 | circular point symbol | |
| B.F.P.R. BENT 1R | bridge bent reference point | 1 | circular point symbol | |
| B.F.P.R. BENT 4L | bridge bent reference point | 1 | circular point symbol | |
| B.F.P.R. BENT 4R | bridge bent reference point | 1 | circular point symbol |
Measurements · 65
| Measurement | Value | Applies to |
|---|---|---|
| station | 305+50 | existing railroad track alignment |
| station | 305+00 | existing railroad track alignment |
| station | 304+50 | existing railroad track alignment |
| station | 304+00 | existing railroad track alignment |
| station | 303+50 | existing railroad track alignment |
| station | 303+00 | existing railroad track alignment |
| station | 302+50 | existing railroad track alignment |
| station | 302+00 | existing railroad track alignment |
| bearing | N 2°-23'-16.7" E | existing railroad track alignment |
| angle | 81°-20'-05.0" | bridge / existing railroad track crossing |
| station | 18+16.85 | SR 21 |
| station | 303+80.83 | Central of Georgia Railroad Company existing track |
| station | 17+23.00 | BEGIN BRIDGE |
| bearing | N 83°-43'-21.7" E | SR 21 |
| station | 19+15.00 | END BRIDGE |
| angle | 81°-20'-05.0" | B.F.P.R. BENT 1R |
| angle | 81°-20'-05.0" | B.F.P.R. BENT 4L |
| station | 302+00.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 160.49 | surveyed top of rail elevation table |
| station | 302+00.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 160.48 | surveyed top of rail elevation table |
| station | 302+50.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 160.68 | surveyed top of rail elevation table |
| station | 302+50.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 160.66 | surveyed top of rail elevation table |
| station | 303+00.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 160.88 | surveyed top of rail elevation table |
| station | 303+00.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 160.88 | surveyed top of rail elevation table |
| station | 303+50.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 161.05 | surveyed top of rail elevation table |
| station | 303+50.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 161.04 | surveyed top of rail elevation table |
| station | 304+00.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 161.26 | surveyed top of rail elevation table |
| station | 304+00.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 161.24 | surveyed top of rail elevation table |
| station | 304+50.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 161.49 | surveyed top of rail elevation table |
| station | 304+50.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 161.46 | surveyed top of rail elevation table |
| station | 305+00.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 161.73 | surveyed top of rail elevation table |
| station | 305+00.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 161.69 | surveyed top of rail elevation table |
| station | 305+50.00 | surveyed top of rail elevation table |
| offset | 2.5 LT | surveyed top of rail elevation table |
| elevation | 161.94 | surveyed top of rail elevation table |
| station | 305+50.00 | surveyed top of rail elevation table |
| offset | 2.5 RT | surveyed top of rail elevation table |
| elevation | 161.94 | surveyed top of rail elevation table |
Labels
AHEADTO PERKINSPGL WESTBOUNDPGL EASTBOUND℄ SR 21RR R/WTO MILLENEXISTING TRACK ALIGNMENTSURVEYED TOP OF RAIL ELEVATIONSELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACKSTATIONOFFSETELEVATIONN.
Notes
- ℄ FUTURE ACCESS ROAD
- ℄ FUTURE TRACK
- ℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- LIMITS OF LEFT BRIDGE
- TO US 25/SR 121
- BEGIN BRIDGE
- END BRIDGE
- LIMITS OF RIGHT BRIDGE
- TO GA HIGHWAY 23
- SURVEY DATED SEPTEMBER 18, 2024
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