Matched toCrossing Alignmentbridge.alignment_system.crossing_alignmenton “future track alignment”
| The class asks for | Value | How | From |
|---|---|---|---|
| Skew AngleTHETAwants deg | not establishedThe stated 81°-20'-05.0" skew angle applies to the bridge and the bridge/existing railroad-track crossing, not explicitly to ℄ FUTURE TRACK. No future-track bearing or crossing geometry is given from which its skew angle can be derived. | not found | |
| ChainageCHwants m | not establishedThe readings show stations for CL SR 21, the existing Central of Georgia Railroad Company track, bridge limits, and existing-track cross sections. None is identified as chainage for ℄ FUTURE TRACK, and no conversion to metres is established. | 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 it1
- 17+29.07Stationnot attributedp1 · p01_r01
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
- p1TOP OF HIGH RAIL, TYP.
- p1ENDFILL CONTROL POINT, TYP.
- p1* NORMAL TO RR ℄
- p1EL.151.00, TYP.
- p1FUTURE GROUNDLINE
- 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
- p3SURVEY DATED SEPTEMBER 18, 2024
Every crop it was read in — the drawing beside what the model took off it
Page 1
bridge_1Elevation
- future 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
- Future track×1linear
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_r03Detail
- Future track×1linear track with two rail symbols shownIdentified by centerline label.
15’-0” Horizontal distance from future track centerline to first indicated vertical reference line4’-0” Horizontal spacing between indicated vertical reference lines2’-0” Horizontal spacing between indicated vertical reference lines4’-9” Vertical dimension
p01_r08 elevation of bridge spans bents and wingwallsElevation
- future track centerline℄ FUTURE 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_r01 existing track alignmentPlan
- future track alignment×1linear dashed alignment
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
- future railroad track℄ FUTURE TRACK×8track schematic with rectangular baseOne future-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_r03Cross Section
- Future railroad track×8two-rail track symbol on rectangular baseCenterline 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