Matched toCrossing Alignmentbridge.alignment_system.crossing_alignmenton “Future track centerline”
| The class asks for | Value | How | From |
|---|---|---|---|
| Skew AngleTHETAwants deg | not establishedThe future track alignment is shown, but no skew angle is stated for it. The listed 81°-20'-05.0" skew applies to bridge bent locations, not to the future track. | not found | |
| ChainageCHwants m | not establishedNo chainage/station is assigned to the future track. The shown stations 302+00 through 305+50 and STA. 303+80.83 apply to the existing Central of Georgia Railroad Company track; bridge and SR 21 stations apply to those respective items. | not found |
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 it8
- 305+50stationnot attributedp3 · p03_r02 title block
- 305+00stationnot attributedp3 · p03_r02 title block
- 304+50stationnot attributedp3 · p03_r02 title block
- 304+00stationnot attributedp3 · p03_r02 title block
- 303+50stationnot attributedp3 · p03_r02 title block
- 303+00stationnot attributedp3 · p03_r02 title block
- 302+50stationnot attributedp3 · p03_r02 title block
- 302+00stationnot attributedp3 · p03_r02 title block
Notes on the sheets that carry it
- p1FRONT FACE OF WALL 1
- p1FRONT FACE OF WALL 2
- p1ℂ FUTURE ACCESS ROAD
- p1ℂ FUTURE TRACK
- p1ℂ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p112'-1" MIN.
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1AHEAD
- p1TO PERKINS
- p1TO US 25/SR 121
- p1PGL WESTBOUND
- p1PGL EASTBOUND
- p1ℂ BENT 2L / ℂ BENT 2R
- p1ℂ BENT 3L / ℂ BENT 3R
- p1B.F.P.R. BENT 1L / 1R / 4L / 4R
- p181°-20'-05.0", TYP.
- p1STA. 18+16.85, ℂ SR 21 = STA. 303+80.83, ℂ CENTRAL OF GEORGIA RAILROAD COMPANY
- p1BEGIN BRIDGE STA. 17+23.00
- p1STA. 17+29.07
- p1RRMP D-0080.54
- p1ℂ SR 21
- p1N 83°-43'-21.7" E
- p1PT#3
- p1END BRIDGE STA. 19+15.00
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1TO GA HIGHWAY 23
- p1RR R/W
- p1TO MILLEN
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p1TOTAL LENGTH OF BRIDGE = 192'-0" ***
- p1TOP OF HIGH RAIL, TYP.
- p1ENDFILL CONTROL POINT, TYP.
- p1* NORMAL TO RR ℄
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1EL. 151.00, TYP.
- p1APPROXIMATE EXISTING GROUNDLINE
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- Future track×1linearunspecifiedCenterline of future track shown, not yet constructed
192'-0" ft-in Total length of bridge55'-0" ft-in Span 1 length82'-0" ft-in Span 2 length55'-0" ft-in Span 3 length40'-0" ft-in Gutter to gutter width43'-7" ft-in Out to out width1'-9 1/2" ft-in Deck edge to point of min vert clearance6'-0" ft-in Offset dimension+21 more
p01_r03 endfill control diagramDetail
- future track centerline×1centerlineVertical dashed centerline shown.
15'-0" horizontal distance4'-0" horizontal distance2'-0" horizontal distance4'-9" vertical distance1 slope triangle vertical leg2 slope triangle horizontal leg
p01_r07 planElevation
- future track×1vertical dashed alignment linesShown to the right of the existing track.
192’-0” *** ft-in TOTAL LENGTH OF BRIDGE55’-0” *** ft-in span length82’-0” *** ft-in span length55’-0” *** ft-in span length151.00 elevation
p01_r03Detail
- future track centerline×1dashed vertical lineMarked at the left side of the diagram.
15'-0" horizontal dimension4'-0" horizontal dimension2'-0" horizontal dimension4'-9" vertical dimension1 slope2 slope
Page 3
p03_r01 elevations on existing central of gPlan
- future track×1dashed alignment line
81°-20’-05.0” bridge skew angleN 83°-43’-21.7” E bearingSTA. 18+16.85 stationSTA. 303+80.83 stationSTA. 17+23.00 begin bridge stationSTA. 19+15.00 end bridge station302+00 station302+50 station+38 more
p03_r02 title blockCross Section
- future railroad track℄ FUTURE TRACK×8rectangular track symbol with centerlineCenterline callout shown in each cross section.
170 elevation160 elevation150 elevation156.38 access road elevation161.94 existing track elevation161.94 existing track elevation305+50 station170 elevation+48 more
p03_r01Plan
- Future track×1linear alignment
18+16.85 SR 21 station303+80.83 Central of Georgia Railroad Company station17+23.00 Begin bridge station19+15.00 End bridge station81°-20'-05.0” Typical angle81°-20'-05.0” AngleN 83°-43'-21.7” E Bearing302+00 Railroad station+17 more