GDOT TESTING

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "GENERAL NOTES",
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop shows the header and first note of a General Notes block on a bridge drawing sheet, citing the governing Georgia DOT standard and supplemental specifications editions that apply to the contract documents. No constructional objects or measurements are depicted in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note regarding expansion joint modification at Bent 1 and 4"
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Between approach slab and back face paving rest and end post"
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint continuous around end post"
    }
  ],
  "measurements": [
    {
      "label": "Existing expansion joint width",
      "value": "3/4",
      "unit": "in",
      "appliesTo": "expansion joint (standard, prior to modification)"
    },
    {
      "label": "Modified expansion joint width",
      "value": "1 3/8",
      "unit": "in",
      "appliesTo": "expansion joint at Bent 1 and 4"
    }
  ],
  "notes": [
    "STANDARD PLAN MODIFICATION - MODIFY THE APPROACH SLAB STANDARD TO INCREASE THE 3/4\" EXPANSION JOINT SHOWN BETWEEN THE APPROACH SLAB AND THE BACK FACE PAVING REST AND END POST TO 1 3/8\" AT BENT 1 AND 4. KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST. INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT. SEE ROADWAY PLANS FOR APPROACH SLAB PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a single printed note block describing a standard plan modification to the approach slab detail, specifying an increase in expansion joint width at Bent 1 and 4 and clarifying payment responsibility. No drawn objects, dimensions figures, or graphical elements are shown, only the note text."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "minimum clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcement"
    },
    {
      "label": "chamfer",
      "value": "3/4",
      "unit": "\"",
      "appliesTo": "exposed concrete edges"
    }
  ],
  "notes": [
    "REINFORCING STEEL - PLACE AND TIE ALL  REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL.  MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED."
  ],
  "labels": [],
  "description": "This crop contains two general construction notes, one governing placement and tying of reinforcing steel per Georgia DOT specifications with a stated minimum clearance, and another specifying a standard chamfer dimension for exposed concrete edges. No drawing elements, dimensions of specific members, or graphical content are shown; this is purely a text notes block, likely from a general notes sheet of a bridge or structural drawing set."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Referenced in grooved concrete note"
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "galvanized/zinc coated steel",
      "count": null,
      "note": "Referenced in fencing note"
    }
  ],
  "measurements": [
    {
      "label": "Chain link fence height",
      "value": "6",
      "unit": "FT",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9",
      "unit": "GA",
      "appliesTo": "Chain link fence"
    }
  ],
  "notes": [
    "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SUB-SECTION 500.3.05.T.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS \"LF CH LK FENCE, ZC COAT, 6FT, 9 GA.\"",
    "WELDING - ... WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY ... (text cut off at bottom of crop)"
  ],
  "labels": [],
  "description": "This crop contains a block of general construction notes from a bridge project specification sheet, covering requirements for grooved concrete deck finishing per Georgia DOT sub-section 500.3.05.T.9.C., and payment terms for chain link fencing (6FT, 9 GA, zinc coated). A third note beginning 'WELDING' is cut off at the bottom of the crop and only partially legible."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT."
  ],
  "labels": [],
  "description": "This crop contains a single typed construction note regarding railroad side ditches, instructing the contractor to clean and maintain drainage in the construction area prior to and during construction, with reference to roadway plans for erosion control and payment details. No drawn constructional elements, dimensions, or schedules are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION A CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E70XX (EXCLUDING E7014 AND E7024) LOW HYDROGEN ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING."
  ],
  "labels": [],
  "description": "This crop contains a single general note regarding welding requirements for Georgia DOT projects, specifying welder certification and electrode type requirements. No drawn constructional elements, dimensions, or schedules are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM."
  ],
  "labels": [],
  "description": "This crop contains a single construction note regarding protective platforms, requiring their provision per Georgia DOT Section 510 specifications and maintenance of a minimum vertical clearance per a construction clearance diagram. No drawn objects, dimensions, or schedules appear in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED."
  ],
  "labels": [],
  "description": "This crop contains two printed construction notes: one addressing temporary shoring costs to be included in the overall bid, and a second stating no waiting period is required. No drawn objects, dimensions, or schedules are present in this crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note regarding protective coating; end bent and intermediate bent piling"
    },
    {
      "name": "swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as receiving special protective coating along with piles"
    },
    {
      "name": "bent cap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as 'cap' from which coating extent is measured"
    },
    {
      "name": "pedestal footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as alternate reference point for coating extent"
    }
  ],
  "measurements": [
    {
      "label": "Coating extension",
      "value": "2",
      "unit": "FT",
      "appliesTo": "end bent piling - below ground"
    },
    {
      "label": "Coating extension",
      "value": "5",
      "unit": "FT",
      "appliesTo": "intermediate bent piling - below ground"
    }
  ],
  "notes": [
    "SPECIAL PROTECTIVE COATING - CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P IN ACCORDANCE WITH SECTIONS 520 AND 535 OF THE GEORGIA DOT SPECIFICATIONS.",
    "EXTEND COATING FROM TOP OF PILE TO 2FT BELOW GROUND FOR END BENT PILING.",
    "EXTEND COATING FROM BOTTOM OF CAP OR PEDESTAL FOOTING TO 5FT BELOW GROUND FOR INTERMEDIATE BENT PILING, REGARDLESS OF ENCASEMENT."
  ],
  "labels": [],
  "description": "This crop contains a single block of general construction notes specifying the special protective coating requirements for piles and swaybracing, referencing Georgia DOT specification sections 520 and 535. It defines the vertical extent of coating application for both end bent and intermediate bent piling relative to ground level and structural elements like the cap or pedestal footing. No graphical elements, dimensions drawings, or schedules are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "ft-in",
      "appliesTo": "Foundation Backfill Material"
    },
    {
      "label": "Plan footing dimension allowance",
      "value": "2'-0\"",
      "unit": "ft-in",
      "appliesTo": "Foundation Backfill Material / footing"
    }
  ],
  "notes": [
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\". USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS."
  ],
  "labels": [],
  "description": "This crop contains two construction notes rather than a drawing view. The first note specifies placement of Type II foundation backfill material beneath footings at certain bents, with quantity based on plan footing dimensions plus an allowance, and conditions for eliminating its use. The second note is a cross-reference directing the reader to substructure details for the plan driving objective; no graphical elements or objects are shown in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "SHOP DRAWING SUBMISSION - SUBMIT SHOP DRAWINGS WITH DEPENDENT INFORMATION AS A SET. SHOP DRAWINGS FOR BEAMS, METAL DECK FORMS AND STEEL DIAPHRAGMS WILL NOT BE REVIEWED UNTIL ALL HAVE BEEN RECEIVED.",
    "INCIDENTAL ITEMS - INCLUDE THE COST INCIDENTAL TO THE WORK THAT IS NOT SPECIFICALLY COVERED BY THE GEORGIA STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND/OR SPECIAL PROVISIONS IN THE OVERALL BID SUBMITTED. THIS INCLUDES THE COST OF WATERPROOFING, JOINT FILLERS AND OTHER INCIDENTAL ITEMS NECESSARY TO COMPLETE THE WORK."
  ],
  "labels": [],
  "description": "This crop contains two general construction notes from a bridge plan set: one addressing the required submission process for shop drawings covering beams, metal deck forms, and steel diaphragms, and another clarifying that incidental costs (including waterproofing and joint fillers) not explicitly covered by specifications must be included in the overall bid. No drawn objects, dimensions, or graphical elements are present in this fragment."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. I LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "GENERAL NOTES",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371",
    "ARUNA SASTRY",
    "DATE"
  ],
  "description": "This crop shows the title block of a Georgia DOT bridge sheet, including the design firm's name and contact information (Sastry & Associates, Inc.), the agency header (Georgia Department of Transportation, Engineering Division-Office of Bridges and Structures), a professional engineer's seal for Aruna Sastry, and the sheet title 'GENERAL NOTES' for Bridge No. 1 LT. and RT. No structural elements, dimensions, or construction details are shown in this crop; it is purely administrative/title block content."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [],
  "notes": [],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "GENERAL NOTES",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0002",
    "BRIDGE SHEET 2 OF 21",
    "NO SCALE",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN EPR",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "1 INCH WHEN PRINTED FULL SIZE",
    "0019181_0002.dgn",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY"
  ],
  "description": "This crop is the title block for Sheet 2 of a Georgia DOT bridge drawing set (Bridge No. 1 LT and RT, SR 21 at NS #620272Y, Jenkins County), prepared by Sastry & Associates, Inc. It identifies the sheet as containing General Notes, with drawing number 35-0002, project number 0019181, dated April 2025, and includes the professional engineer's seal (Aruna Sastry, No.19371) along with designer/drafter/checker/reviewer initials. No constructional elements, dimensions, or notes are shown within this crop itself."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT."
  ],
  "labels": [],
  "description": "This crop contains a single construction note titled 'DRIVING RESISTANCE' specifying that dynamic pile testing per GDOT Sub-Section 520.3.05.D.2 is required at specific pile locations (Bridge Left Bent 1 Right, Bridge Left Bent 3 Left, Bridge Right Bent 2 Right, Bridge Right Bent 4 Right). No drawn objects, dimensions, or graphical elements are present; it is purely a text note block."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL."
  ],
  "labels": [],
  "description": "This crop contains a single typed construction note specifying requirements for dynamic pile testing using a Pile Driving Analyzer (PDA), referencing a special provision section and giving notification/submittal instructions to the Georgia DOT Geotechnical Bureau. No drawn constructional elements, dimensions, or graphics are present in this crop."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [
    "aruna sastry",
    "5/31/2025",
    "11:03:36"
  ],
  "description": "This crop contains a single construction note regarding pile driving procedure, specifically requiring a Wave Equation Analysis (WEAP) per Georgia DOT specification sub-section 520.3.05.D.2, with submission instructions to the Geotechnical Bureau prior to pile driving. No drawn constructional elements, dimensions, or schedules are present; this is purely a text note block, likely from a specifications or general notes sheet. A footer shows an author name and timestamp, typical of a document metadata strip rather than drawing content."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge Bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1L, at limits of left bridge"
    },
    {
      "name": "Bridge Bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1R, at limits of right bridge"
    },
    {
      "name": "Bridge Bent",
      "tag": "BENT 4L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4L"
    },
    {
      "name": "Bridge Bent",
      "tag": "BENT 4R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4R"
    },
    {
      "name": "Bridge (Left)",
      "tag": "",
      "shape": "rectangular (plan outline)",
      "material": "",
      "count": 1,
      "note": "Shown as dashed outline labeled 'LIMITS OF LEFT BRIDGE'"
    },
    {
      "name": "Bridge (Right)",
      "tag": "",
      "shape": "rectangular (plan outline)",
      "material": "",
      "count": 1,
      "note": "Shown as dashed outline labeled 'LIMITS OF RIGHT BRIDGE'"
    },
    {
      "name": "Railroad Track (Existing)",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of Central of Georgia Railroad Company existing track"
    },
    {
      "name": "Railroad Track (Future)",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of future track"
    },
    {
      "name": "Access Road (Future)",
      "tag": "",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of future access road"
    },
    {
      "name": "Roadway Centerline SR 21",
      "tag": "C SR 21",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of SR 21 roadway"
    },
    {
      "name": "Railroad Right-of-Way",
      "tag": "RR R/W",
      "shape": "linear boundary",
      "material": "",
      "count": 2,
      "note": "Two parallel R/W lines shown flanking track alignment"
    }
  ],
  "measurements": [
    {
      "label": "Angle at Bent 1L/4L intersection",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1L/4L crossing, TYP."
    },
    {
      "label": "Angle at Bent 1R",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Bent 1R crossing, TYP."
    },
    {
      "label": "Bearing",
      "value": "N 2°-23'-16.7\"",
      "unit": "",
      "appliesTo": "Future track/access road alignment"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21 centerline"
    },
    {
      "label": "Station equivalence",
      "value": "STA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY",
      "unit": "",
      "appliesTo": "Intersection of SR 21 and railroad centerlines"
    },
    {
      "label": "Begin Bridge Station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Bridge begin point"
    },
    {
      "label": "End Bridge Station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "Bridge end point"
    },
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 302+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 302+00.00"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 302+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 302+50.00"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 303+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 303+00.00"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 303+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 303+50.00"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 304+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 304+00.00"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 304+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 304+50.00"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 305+00.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 305+00.00"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Surveyed Top of Rail Elevation table"
    },
    {
      "label": "Offset",
      "value": "2.5 LT",
      "unit": "",
      "appliesTo": "Station 305+50.00"
    },
    {
      "label": "Offset",
      "value": "2.5 RT",
      "unit": "",
      "appliesTo": "Station 305+50.00"
    }
  ],
  "notes": [
    "STA. 18+16.85, C SR 21 = STA. 303+80.83, C CENTRAL OF GEORGIA RAILROAD COMPANY",
    "BEGIN BRIDGE STA. 17+23.00",
    "END BRIDGE STA. 19+15.00",
    "81°-20'-05.0\", TYP.",
    "N 2°-23'-16.7\" E",
    "N 83°-43'-21.7\" E",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "EXISTING TRACK ALIGNMENT",
    "C FUTURE ACCESS ROAD",
    "C CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "C FUTURE TRACK",
    "LIMITS OF LEFT BRIDGE",
    "LIMITS OF RIGHT BRIDGE",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD",
    "RR R/W",
    "C SR 21",
    "SURVEYED TOP OF RAIL ELEVA... (partial, cropped)",
    "ELEVATIONS ON EXISTING CENTRAL ... (partial, cropped)",
    "RAILROAD COMPANY EXISTING ... (partial, cropped)",
    "STATION",
    "OFFSET",
    "N. (north arrow)"
  ],
  "description": "This crop is a plan view showing the existing track alignment of a bridge crossing over the Central of Georgia Railroad Company's existing and future tracks, along with a future access road, at the intersection with SR 21. It depicts the limits of a left and right bridge structure, bent locations (1L, 1R, 4L, 4R), key stations/bearings for alignment control, and a partial 'Surveyed Top of Rail Elevations' table listing stations and offsets along the railroad centerline dated September 18, 2024. The right portion of the elevation table is cut off, so full elevation values are not visible in this crop."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Existing railroad track",
      "tag": "EXIST. TRACK",
      "shape": "linear/rail profile",
      "material": "",
      "count": 9,
      "note": "Centerline shown at each station; rail/tie assembly drawn as small rectangular symbol"
    },
    {
      "name": "Future track",
      "tag": "FUTURE TRACK",
      "shape": "linear",
      "material": "",
      "count": 9,
      "note": "Centerline only, no rail symbol drawn separately from existing track box"
    },
    {
      "name": "Access road",
      "tag": "ACCESS RD.",
      "shape": "linear, graded profile with dip",
      "material": "",
      "count": 9,
      "note": "Shown as ground profile with low point/ditch shape at each station"
    },
    {
      "name": "Existing railroad right-of-way boundary",
      "tag": "EXIST. RR ROW",
      "shape": "linear (vertical dashed lines)",
      "material": "",
      "count": 9,
      "note": "Bounds each cross section on left and right"
    },
    {
      "name": "Ground/existing grade line",
      "tag": "",
      "shape": "irregular profile line",
      "material": "",
      "count": 9,
      "note": "Dashed horizontal-ish line with dips representing existing ground surface"
    }
  ],
  "measurements": [
    {
      "label": "Elevation at Exist. Track",
      "value": "161.94",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 305+50"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "161.94",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 305+50"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "156.38",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 305+50"
    },
    {
      "label": "Station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "161.73",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 305+00"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "161.69",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 305+00"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "156.58",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 305+00"
    },
    {
      "label": "Station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "161.49",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 304+50"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "161.46",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 304+50"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "157.06",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 304+50"
    },
    {
      "label": "Station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "161.26",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 304+00"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "161.24",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 304+00"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "158.37",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 304+00"
    },
    {
      "label": "Station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "161.05",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 303+50"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "161.04",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 303+50"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "158.18",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 303+50"
    },
    {
      "label": "Station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "160.88",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 303+00"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "160.88",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 303+00"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "156.46",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 303+00"
    },
    {
      "label": "Station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "160.68",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 302+50"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "160.66",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 302+50"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "157.16",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 302+50"
    },
    {
      "label": "Station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Elevation at Exist. Track",
      "value": "160.49",
      "unit": "",
      "appliesTo": "EXIST. TRACK, Sta 302+00"
    },
    {
      "label": "Elevation adjacent to track",
      "value": "160.48",
      "unit": "",
      "appliesTo": "near EXIST. TRACK, Sta 302+00"
    },
    {
      "label": "Elevation at Access Rd.",
      "value": "156.82",
      "unit": "",
      "appliesTo": "ACCESS RD., Sta 302+00"
    },
    {
      "label": "Station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Vertical scale gridline",
      "value": "150",
      "unit": "",
      "appliesTo": "elevation axis, all sections"
    },
    {
      "label": "Vertical scale gridline",
      "value": "160",
      "unit": "",
      "appliesTo": "elevation axis, all sections"
    },
    {
      "label": "Vertical scale gridline",
      "value": "170",
      "unit": "",
      "appliesTo": "elevation axis, all sections"
    }
  ],
  "notes": [],
  "labels": [
    "RAILROAD CROSS SECTIONS",
    "EXIST. RR ROW",
    "℄ EXIST. TRACK",
    "℄ FUTURE TRACK",
    "℄ ACCESS RD.",
    "305+50",
    "305+00",
    "304+50",
    "304+00",
    "303+50",
    "303+00",
    "302+50",
    "302+00"
  ],
  "description": "This crop contains a repeating series of eight railroad cross sections at 50-foot station intervals from 302+00 to 305+50, each showing the existing railroad right-of-way limits, centerlines of the existing track, future track, and access road, with corresponding elevations at the top of rail/track and along the access road grade. The sections illustrate the existing ground profile (dashed line with a dip for the access road) relative to a common elevation grid (150–170) and depict the relative positions and elevations of the existing and future track alignments alongside the access roadway. This sheet is titled 'RAILROAD CROSS SECTIONS' and documents survey/design elevations for grading and track alignment along this corridor."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "railroad track",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Existing Central of Georgia Railroad Company track referenced for surveyed top of rail elevations"
    }
  ],
  "measurements": [
    {
      "label": "Station 302+00.00, Offset 2.5 LT",
      "value": "160.49",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 302+00.00, Offset 2.5 RT",
      "value": "160.48",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 302+50.00, Offset 2.5 LT",
      "value": "160.68",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 302+50.00, Offset 2.5 RT",
      "value": "160.66",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 303+00.00, Offset 2.5 LT",
      "value": "160.88",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 303+00.00, Offset 2.5 RT",
      "value": "160.88",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 303+50.00, Offset 2.5 LT",
      "value": "161.05",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 303+50.00, Offset 2.5 RT",
      "value": "161.04",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 304+00.00, Offset 2.5 LT",
      "value": "161.26",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 304+00.00, Offset 2.5 RT",
      "value": "161.24",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 304+50.00, Offset 2.5 LT",
      "value": "161.49",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 304+50.00, Offset 2.5 RT",
      "value": "161.46",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 305+00.00, Offset 2.5 LT",
      "value": "161.73",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 305+00.00, Offset 2.5 RT",
      "value": "161.69",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 305+50.00, Offset 2.5 LT",
      "value": "161.94",
      "unit": "",
      "appliesTo": "existing track top of rail"
    },
    {
      "label": "Station 305+50.00, Offset 2.5 RT",
      "value": "161.94",
      "unit": "",
      "appliesTo": "existing track top of rail"
    }
  ],
  "notes": [
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "STATION",
    "OFFSET",
    "ELEVATION"
  ],
  "description": "This crop is a survey data table titled 'Surveyed Top of Rail Elevations,' listing top-of-rail elevation readings taken along the existing Central of Georgia Railroad Company track at 50-foot station intervals from 302+00.00 to 305+50.00, with left and right offsets of 2.5 feet from centerline. The survey is dated September 18, 2024, and provides baseline elevation data likely used for grade comparison or design coordination with the railroad crossing or adjacent structure."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1\" = 20'-0\"",
      "unit": "",
      "appliesTo": "drawing (unless otherwise noted)"
    }
  ],
  "notes": [
    "SCALE: 1\" = 20'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375  FAX: 770-442-0761",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "EXISTING TRACK INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0003",
    "BRIDGE SHEET 3 OF 21",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN PS",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY",
    "$DGN$"
  ],
  "description": "This crop shows the title block of a Georgia Department of Transportation bridge drawing sheet, identifying the project as existing track information for SR 21 at Norfolk Southern crossing #620272Y in Jenkins County, prepared by Sastry & Associates, Inc. It contains no structural or constructional elements, only administrative and identification information including drawing number, sheet number, scale, dates, and sign-off fields."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge (left)",
      "tag": "LEFT BRIDGE",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Limits shown as dashed box spanning railroad track, bounded by B.F.P.R. BENT 1L and 4L"
    },
    {
      "name": "Bridge (right)",
      "tag": "RIGHT BRIDGE",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Limits shown as dashed box spanning railroad track, bounded by B.F.P.R. BENT 1R and 4R"
    },
    {
      "name": "Bent",
      "tag": "BENT 1L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1L (back face of pile/pier at bent), marked with circle at bridge limit"
    },
    {
      "name": "Bent",
      "tag": "BENT 4L",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4L, marked with circle at bridge limit"
    },
    {
      "name": "Bent",
      "tag": "BENT 1R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 1R, marked with circle at bridge limit"
    },
    {
      "name": "Bent",
      "tag": "BENT 4R",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Labeled B.F.P.R. BENT 4R, marked with circle at bridge limit"
    },
    {
      "name": "Railroad track (existing)",
      "tag": "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline shown crossing roadway alignment"
    },
    {
      "name": "Future access road",
      "tag": "FUTURE ACCESS ROAD",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline shown, planned future roadway"
    },
    {
      "name": "Future track",
      "tag": "FUTURE TRACK",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline shown, planned future railroad track"
    },
    {
      "name": "Roadway centerline",
      "tag": "SR 21",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Centerline of state route 21 shown crossing bridge/track"
    },
    {
      "name": "PGL profile grade line",
      "tag": "PGL WESTBOUND",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Westbound profile grade line shown as dashed centerline through left bridge"
    },
    {
      "name": "PGL profile grade line",
      "tag": "PGL EASTBOUND",
      "shape": "linear alignment",
      "material": "",
      "count": 1,
      "note": "Eastbound profile grade line shown as dashed centerline through right bridge"
    },
    {
      "name": "Railroad right-of-way line",
      "tag": "RR R/W",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Two parallel R/W lines flanking the track alignment"
    },
    {
      "name": "Elevation data table",
      "tag": "SURVEYED TOP OF RAIL ELEVATIONS",
      "shape": "tabular",
      "material": "",
      "count": 1,
      "note": "Table listing station, offset, and elevation columns (elevation column values not visible/cropped off)"
    }
  ],
  "measurements": [
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "BENT 1L/4L/1R (typical skew angle at bridge limits)"
    },
    {
      "label": "Bearing",
      "value": "N 2°-23'-16.7\" E",
      "unit": "",
      "appliesTo": "Future Track / Future Access Road alignment"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "SR 21 centerline"
    },
    {
      "label": "Station equation",
      "value": "STA. 18+16.85, CL SR 21 = STA. 303+80.83, CL CENTRAL OF GEORGIA RAILROAD COMPANY",
      "unit": "",
      "appliesTo": "Intersection of SR 21 and railroad centerlines"
    },
    {
      "label": "Begin bridge station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Begin Bridge"
    },
    {
      "label": "End bridge station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "End Bridge"
    },
    {
      "label": "Station",
      "value": "302+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "302+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "303+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "303+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "304+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "304+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "305+00.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Station",
      "value": "305+50.00",
      "unit": "",
      "appliesTo": "Elevation table row"
    },
    {
      "label": "Offset",
      "value": "2.5",
      "unit": "LT",
      "appliesTo": "Elevation table rows (left offset)"
    },
    {
      "label": "Offset",
      "value": "2.5",
      "unit": "RT",
      "appliesTo": "Elevation table rows (right offset)"
    },
    {
      "label": "Station callout on plan",
      "value": "302+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "302+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "303+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "303+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "304+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "304+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "305+00",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    },
    {
      "label": "Station callout on plan",
      "value": "305+50",
      "unit": "",
      "appliesTo": "Railroad alignment station tick"
    }
  ],
  "notes": [
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "EXISTING TRACK ALIGNMENT",
    "SURVEYED TOP OF RAIL ELEVAT[IONS]",
    "ELEVATIONS ON EXISTING CENTRAL O[F GEORGIA] RAILROAD COMPANY EXISTING T[RACK]",
    "STATION",
    "OFFSET",
    "EL[EVATION]",
    "TO US 25/SR 121",
    "TO GA HIGHWAY 23",
    "TO PERKINS",
    "TO MILLEN",
    "AHEAD",
    "N.",
    "LIMITS OF LEFT BRIDGE",
    "LIMITS OF RIGHT BRIDGE",
    "CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "FUTURE ACCESS ROAD",
    "FUTURE TRACK",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "SR 21",
    "RR R/W",
    "BEGIN BRIDGE STA. 17+23.00",
    "END BRIDGE STA. 19+15.00",
    "B.F.P.R. BENT 1L",
    "B.F.P.R. BENT 4L",
    "B.F.P.R. BENT 1R",
    "B.F.P.R. BENT 4R"
  ],
  "description": "This crop is a plan view showing the existing track alignment of the Central of Georgia Railroad Company crossing a proposed roadway (SR 21) with two parallel bridges (Left and Right) spanning the tracks. It documents bridge begin/end stations, bent locations (1L, 4L, 1R, 4R), skew angles, alignment bearings, future access road/track centerlines, and railroad right-of-way lines, along with a partial survey elevation table for top-of-rail elevations at various stations and offsets dated September 18, 2024. The elevation values column in the table is cropped off and not visible."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Existing railroad track",
      "tag": "",
      "shape": "rail cross-section symbol",
      "material": "",
      "count": 8,
      "note": "Shown at centerline of each cross section, one per station"
    },
    {
      "name": "Future track",
      "tag": "",
      "shape": "rail cross-section symbol",
      "material": "",
      "count": 8,
      "note": "Adjacent to existing track centerline, one per station"
    },
    {
      "name": "Access road",
      "tag": "",
      "shape": "graded roadway profile (V-shaped ditch/crown)",
      "material": "",
      "count": 8,
      "note": "Centerline access road profile shown under existing RR row, one per station"
    },
    {
      "name": "Existing RR right-of-way boundary",
      "tag": "",
      "shape": "linear boundary lines",
      "material": "",
      "count": 16,
      "note": "Dashed vertical lines marking left and right RR ROW limits at each station"
    }
  ],
  "measurements": [
    {
      "label": "Station",
      "value": "305+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "305+50 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "161.94",
      "unit": "",
      "appliesTo": "305+50 future track"
    },
    {
      "label": "Access road elevation",
      "value": "156.38",
      "unit": "",
      "appliesTo": "305+50 access road"
    },
    {
      "label": "Station",
      "value": "305+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "161.73",
      "unit": "",
      "appliesTo": "305+00 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "161.69",
      "unit": "",
      "appliesTo": "305+00 future track"
    },
    {
      "label": "Access road elevation",
      "value": "156.58",
      "unit": "",
      "appliesTo": "305+00 access road"
    },
    {
      "label": "Station",
      "value": "304+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "161.49",
      "unit": "",
      "appliesTo": "304+50 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "161.46",
      "unit": "",
      "appliesTo": "304+50 future track"
    },
    {
      "label": "Access road elevation",
      "value": "157.06",
      "unit": "",
      "appliesTo": "304+50 access road"
    },
    {
      "label": "Station",
      "value": "304+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "161.26",
      "unit": "",
      "appliesTo": "304+00 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "161.24",
      "unit": "",
      "appliesTo": "304+00 future track"
    },
    {
      "label": "Access road elevation",
      "value": "158.37",
      "unit": "",
      "appliesTo": "304+00 access road"
    },
    {
      "label": "Station",
      "value": "303+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "161.05",
      "unit": "",
      "appliesTo": "303+50 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "161.04",
      "unit": "",
      "appliesTo": "303+50 future track"
    },
    {
      "label": "Access road elevation",
      "value": "158.18",
      "unit": "",
      "appliesTo": "303+50 access road"
    },
    {
      "label": "Station",
      "value": "303+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "303+00 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "160.88",
      "unit": "",
      "appliesTo": "303+00 future track"
    },
    {
      "label": "Access road elevation",
      "value": "156.46",
      "unit": "",
      "appliesTo": "303+00 access road"
    },
    {
      "label": "Station",
      "value": "302+50",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "160.68",
      "unit": "",
      "appliesTo": "302+50 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "160.66",
      "unit": "",
      "appliesTo": "302+50 future track"
    },
    {
      "label": "Access road elevation",
      "value": "157.16",
      "unit": "",
      "appliesTo": "302+50 access road"
    },
    {
      "label": "Station",
      "value": "302+00",
      "unit": "",
      "appliesTo": "cross section"
    },
    {
      "label": "Existing track elevation",
      "value": "160.49",
      "unit": "",
      "appliesTo": "302+00 existing track"
    },
    {
      "label": "Future track elevation",
      "value": "160.48",
      "unit": "",
      "appliesTo": "302+00 future track"
    },
    {
      "label": "Access road elevation",
      "value": "156.82",
      "unit": "",
      "appliesTo": "302+00 access road"
    },
    {
      "label": "Elevation scale gridline",
      "value": "150, 160, 170",
      "unit": "ft (implied)",
      "appliesTo": "vertical axis of each cross section"
    }
  ],
  "notes": [],
  "labels": [
    "EXIST. RR ROW",
    "ℂ EXIST. TRACK",
    "ℂ FUTURE TRACK",
    "ℂ ACCESS RD.",
    "RAILROAD CROSS SECTIONS",
    "BRIDGE NO. LT AND RT (partial, cut off at bottom edge)"
  ],
  "description": "This crop shows a stacked series of eight railroad cross sections at 50-foot station intervals from 302+00 to 305+50, each depicting the existing railroad right-of-way, existing track centerline, future track centerline, and access road centerline with corresponding elevations. The sections are used to document existing and proposed grade elevations relative to a proposed access road crossing beneath or adjacent to the railroad tracks. The sheet is titled 'RAILROAD CROSS SECTIONS' with a partially visible title block reference at the bottom ('BRIDGE NO. LT AND RT...') that is cut off."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Existing Railroad Track",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Central of Georgia Railroad Company existing track; table records surveyed top-of-rail elevations along it, no other constructional items depicted."
    }
  ],
  "measurements": [
    {
      "label": "Station 302+00.00, Offset 2.5 LT",
      "value": "160.49",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 302+00.00, Offset 2.5 RT",
      "value": "160.48",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 302+50.00, Offset 2.5 LT",
      "value": "160.68",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 302+50.00, Offset 2.5 RT",
      "value": "160.66",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 303+00.00, Offset 2.5 LT",
      "value": "160.88",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 303+00.00, Offset 2.5 RT",
      "value": "160.88",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 303+50.00, Offset 2.5 LT",
      "value": "161.05",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 303+50.00, Offset 2.5 RT",
      "value": "161.04",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 304+00.00, Offset 2.5 LT",
      "value": "161.26",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 304+00.00, Offset 2.5 RT",
      "value": "161.24",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 304+50.00, Offset 2.5 LT",
      "value": "161.49",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 304+50.00, Offset 2.5 RT",
      "value": "161.46",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 305+00.00, Offset 2.5 LT",
      "value": "161.73",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 305+00.00, Offset 2.5 RT",
      "value": "161.69",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 305+50.00, Offset 2.5 LT",
      "value": "161.94",
      "unit": "",
      "appliesTo": "Existing track elevation"
    },
    {
      "label": "Station 305+50.00, Offset 2.5 RT",
      "value": "161.94",
      "unit": "",
      "appliesTo": "Existing track elevation"
    }
  ],
  "notes": [
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "ELEVATIONS ON EXISTING CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "SURVEY DATED SEPTEMBER 18, 2024"
  ],
  "labels": [
    "SURVEYED TOP OF RAIL ELEVATIONS",
    "STATION",
    "OFFSET",
    "ELEVATION"
  ],
  "description": "This crop is a survey data table titled 'Surveyed Top of Rail Elevations', listing top-of-rail elevation readings taken at 2.5 ft left and right offsets from centerline along the existing Central of Georgia Railroad Company track, at 50-foot station intervals from Station 302+00.00 to 305+50.00. The survey is dated September 18, 2024. No structural or constructional elements such as piles, beams, or decks are depicted; this is purely tabulated survey elevation data."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1\" = 20'-0\"",
      "unit": "",
      "appliesTo": "drawing (unless otherwise noted)"
    }
  ],
  "notes": [
    "SCALE: 1\" = 20'-0\" (UNLESS OTHERWISE NOTED)",
    "1 INCH WHEN PRINTED FULL SIZE"
  ],
  "labels": [
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "PHONE: 678-366-9375",
    "FAX: 770-442-0761",
    "GEORGIA",
    "DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "EXISTING TRACK INFORMATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "DRAWING NO. 35-0003",
    "BRIDGE SHEET 3 OF 21",
    "APRIL 2025",
    "DESIGNED UP",
    "DRAWN PS",
    "CHECKED AS",
    "DESIGN GROUP JBK",
    "REVIEWED DLC/SKG",
    "APPROVED DPD",
    "GEORGIA REGISTERED PROFESSIONAL ENGINEER No.19371 ARUNA SASTRY",
    "DATE",
    "REVISIONS",
    "BY",
    "$DGN$"
  ],
  "description": "This crop is the title block for Bridge Sheet 3 of 21, prepared by Sastry & Associates, Inc. for the Georgia Department of Transportation, covering Bridge No. 1 Lt. and Rt. over the SR 21 at NS #620272Y crossing in Jenkins County. It identifies the sheet as 'Existing Track Information,' with drawing number 35-0003, dated April 2025, and includes the professional engineer's seal and design/review credits, but contains no structural or constructional drawing content."
}