Matched toCrossing Alignmentbridge.alignment_system.crossing_alignmenton “Railroad”
| The class asks for | Value | How | From |
|---|---|---|---|
| Skew AngleTHETAwants deg | 81°-20'-05.0" degThe angle is stated directly for the bridge / existing railroad track crossing, which establishes the skew relative to the existing track. | read | p3 · p03_r01 existing track alignmentp1 · p01_r01 |
| ChainageCHwants m | 9260.077 mSTA. 303+80.83 = 30,380.83 ft; 30,380.83 ft × 0.3048 m/ft = 9260.076984 m = 9260.077 m.The existing Central of Georgia Railroad Company track station at the bridge crossing is stated as STA. 303+80.83. It is converted from the drawing's stationing in feet to the ontology-required metres. | derived | p3 · p03_r01 existing track alignmentp1 · p01_r01 |
Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.
How the sheets named it
Every dimension read for it72
- 17+29.07Stationnot attributedp1 · p01_r01
- 74'-7 15/16"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
- STA. 17+29.07stationnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
- 22'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
- 22'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
- 5'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
- 15'-0"dimensionnot attributedp1 · p01_r01 plan of twin bridges spanning railroad tracks
- 302+00.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 160.49Elevationp3 · p03_r04
- 302+00.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 160.48Elevationp3 · p03_r04
- 302+50.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 160.68Elevationp3 · p03_r04
- 302+50.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 160.66Elevationp3 · p03_r04
- 303+00.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 160.88Elevationp3 · p03_r04
- 303+00.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 160.88Elevationp3 · p03_r04
- 303+50.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 161.05Elevationp3 · p03_r04
- 303+50.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 161.04Elevationp3 · p03_r04
- 304+00.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 161.26Elevationp3 · p03_r04
- 304+00.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 161.24Elevationp3 · p03_r04
- 304+50.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 161.49Elevationp3 · p03_r04
- 304+50.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 161.46Elevationp3 · p03_r04
- 305+00.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 161.73Elevationp3 · p03_r04
- 305+00.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 161.69Elevationp3 · p03_r04
- 305+50.00Stationp3 · p03_r04
- 2.5 LTOffsetp3 · p03_r04
- 161.94Elevationp3 · p03_r04
- 305+50.00Stationp3 · p03_r04
- 2.5 RTOffsetp3 · p03_r04
- 161.94Elevationp3 · p03_r04
- 303+80.83stationp3 · p03_r01 existing track alignment
- 160.49Station 302+00.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 160.48Station 302+00.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 160.68Station 302+50.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 160.66Station 302+50.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 160.88Station 303+00.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 160.88Station 303+00.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.05Station 303+50.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.04Station 303+50.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.26Station 304+00.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.24Station 304+00.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.49Station 304+50.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.46Station 304+50.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.73Station 305+00.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.69Station 305+00.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.94Station 305+50.00, offset 2.5 LT, elevationp3 · p03_r04 surveyed top of rail elevations
- 161.94Station 305+50.00, offset 2.5 RT, elevationp3 · p03_r04 surveyed top of rail elevations
Notes on the sheets that carry it
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1APPROXIMATE EXISTING GROUNDLINE
- p1NOTES — partial note block visible at right edge; text is cut off and illegible in part.
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1EL.151.00, TYP.
- p1FUTURE GROUNDLINE
- p3SURVEY DATED SEPTEMBER 18, 2024
- p3℄ FUTURE ACCESS ROAD
- p3℄ FUTURE TRACK
- p3℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p3LIMITS OF LEFT BRIDGE
- p3TO US 25/SR 121
- p3BEGIN BRIDGE
- p3END BRIDGE
- p3LIMITS OF RIGHT BRIDGE
- p3TO GA HIGHWAY 23
Every crop it was read in — the drawing beside what the model took off it
Page 1
bridge_1Elevation
- existing track×1vertical dashed centerlineCenterline is identified.
192'-0" *** Total length of bridge55'-0" *** Span length82'-0" *** Span length55'-0" *** Span length151.00 Elevation
p01_r01Plan
- Existing railroad track×1linearIdentified as Central of Georgia Railroad Company existing track.
12'-1" MIN. Minimum dimension74'-7 5/16" DimensionN. 2°-23'-16.7" E Bearing75'-10 15/16" Dimension1'-9 1/2" Dimension6'-0" Dimension6'-0" Dimension40'-0" Width+30 more
p01_r01 plan of twin bridges spanning railroad tracksPlan
- railroad trackCENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK×1linearExisting track crosses between the two bridge outlines.
- railroad trackFUTURE TRACK×1linearFuture track alignment is shown north of the existing track.
12'-1" minimum dimension74'-7 15/16" dimension75'-10 15/16" dimensionN 22°-23'-16.7" E bearing1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" out to out6'-0" spacing+30 more
p01_r05 construction clearance diagramDetail
- track centerline℄ TRACK×1centerlineVertical dashed centerline.
22'-0" overall vertical clearance13'-0" horizontal clearance from ℄ TRACK13'-0" horizontal clearance from ℄ TRACK
p01_r08 elevation of bridge spans bents and wingwallsElevation
- existing track centerline℄ EXISTING TRACK×1vertical dashed line
192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span lengthEL.151.00 elevation
Page 3
p03_r04Table
- Existing Central of Georgia Railroad Company existing tracklinearTop-of-rail elevations are tabulated.
302+00.00 Station2.5 LT Offset160.49 Elevation302+00.00 Station2.5 RT Offset160.48 Elevation302+50.00 Station2.5 LT Offset+40 more
p03_r01 existing track alignmentPlan
- existing railroad track×1parallel linear track linesCentral of Georgia Railroad Company existing track.
305+50 station305+00 station304+50 station304+00 station303+50 station303+00 station302+50 station302+00 station+57 more
p03_r03 railroad cross sectionsCross Section
- existing railroad track℄ EXIST. TRACK×8track schematic with rectangular baseOne existing-track schematic is shown in each cross section.
170 elevation scale160 elevation scale150 elevation scale156.38 access road elevation161.94 existing track elevation161.94 existing track elevation305+50 station170 elevation scale+48 more
p03_r04 surveyed top of rail elevationsTable
- existing railroad trackSurveyed top-of-rail elevations are tabulated on the existing Central of Georgia Railroad Company existing track.
160.49 Station 302+00.00, offset 2.5 LT, elevation160.48 Station 302+00.00, offset 2.5 RT, elevation160.68 Station 302+50.00, offset 2.5 LT, elevation160.66 Station 302+50.00, offset 2.5 RT, elevation160.88 Station 303+00.00, offset 2.5 LT, elevation160.88 Station 303+00.00, offset 2.5 RT, elevation161.05 Station 303+50.00, offset 2.5 LT, elevation161.04 Station 303+50.00, offset 2.5 RT, elevation+8 more
p03_r03Cross Section
- Existing railroad track×8two-rail track symbolCenterline callout shown in each section.
170 Elevation tick160 Elevation tick150 Elevation tick156.38 Access road elevation161.94 Existing track elevations161.94 Existing track elevations305+50 Station170 Elevation tick+48 more