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The ontology would need an approach access-road class.
How the sheets named it
Every dimension read for it2
- 1'-9 1/2" ft-inBearing offsetnot attributedp1 · p01_r01 plan
- STA. 17+29.07Stationnot attributedp1 · p01_r01 plan
Notes on the sheets that carry it
- p1ALL BENTS ARE F... RAILWAY COMPANY... (text cut off, partial)
- p1END BENT PILES ... (text cut off, partial)
- p1STATIONS ARE AL... AND B.F.P.R. OR ... ELEVATIONS ARE ... PROFILE GRADE LI... PROFILE GRADE LI... (text cut off, partial)
- p1MEASURED ALONG... (text cut off, partial)
- p1LEFT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... RIGHT BRIDGE: MINIMUM REQUIRED... EXISTING TRACK V... FUTURE TRACK VE... (text cut off, partial)
- p1MINIMUM REQUIRED... (text cut off, partial)
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1APPROXIMATE EXISTING GROUNDLINE
- p1FUTURE GROUNDLINE
- p3STA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY
- p3BEGIN BRIDGE STA. 17+23.00
- p3END BRIDGE STA. 19+15.00
- p381°-20'-05.0", TYP.
- p3N 2°-23'-16.7" E
- p3N 83°-43'-21.7" E
- p3SURVEY DATED SEPTEMBER 18, 2024
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- future access roadFUTURE ACCESS ROAD×1linear
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 length43'-7" ft-in Out to out width40'-0" ft-in Gutter to gutter width81°-20'-05.0" deg-min-sec Skew angle1'-9 1/2" ft-in Bearing offset+20 more
Page 3
p03_r01 elevations on existing central oPlan
- Access Road (Future)×1linear alignmentCenterline of future access road
81°-20'-05.0" Angle at Bent 1L/4L intersection81°-20'-05.0" Angle at Bent 1RN 2°-23'-16.7" BearingN 83°-43'-21.7" E BearingSTA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY Station equivalenceSTA. 17+23.00 Begin Bridge StationSTA. 19+15.00 End Bridge Station302+00.00 Station+23 more
p03_r01Plan
- Future access roadFUTURE ACCESS ROAD×1linear alignmentCenterline shown, planned future roadway
81°-20'-05.0" Skew angleN 2°-23'-16.7" E BearingN 83°-43'-21.7" E BearingSTA. 18+16.85, CL SR 21 = STA. 303+80.83, CL CENTRAL OF GEORGIA RAILROAD COMPANY Station equationSTA. 17+23.00 Begin bridge stationSTA. 19+15.00 End bridge station302+00.00 Station302+50.00 Station+16 more