GDOT20

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "BENT 1 (1L/1R)",
      "shape": "linear (cap over columns, not detailed)",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Shown as centerline/B.F.P.R. bent lines at each end of bridge; B.F.P.R. = Back Face of Pile/Pier Row presumably"
    },
    {
      "name": "Bent",
      "tag": "BENT 2 (2L/2R)",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Centerline shown, skewed to roadway"
    },
    {
      "name": "Bent",
      "tag": "BENT 3 (3L/3R)",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Centerline shown, skewed to roadway"
    },
    {
      "name": "Bent",
      "tag": "BENT 4 (4L/4R)",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Centerline/B.F.P.R. shown at end of bridge"
    },
    {
      "name": "Wall",
      "tag": "WALL 1",
      "shape": "rectangular/retaining wall face",
      "material": "unspecified (likely reinforced concrete)",
      "count": 2,
      "note": "Front face of Wall 1 shown at both approaches; one wall noted 'TO BE REMOVED'"
    },
    {
      "name": "Wall",
      "tag": "WALL 2",
      "shape": "rectangular/retaining wall face",
      "material": "unspecified",
      "count": 2,
      "note": "Front face of Wall 2 shown at both far ends"
    },
    {
      "name": "Chain link wire fence",
      "tag": "",
      "shape": "linear fence",
      "material": "chain link/wire",
      "count": null,
      "note": "Called out at bottom partial elevation, typical along bridge"
    },
    {
      "name": "Temporary shoring",
      "tag": "",
      "shape": "unspecified",
      "material": "unspecified",
      "count": null,
      "note": "Noted 'as necessary, typ.' near end bridge station"
    },
    {
      "name": "Railroad track (existing)",
      "tag": "",
      "shape": "linear",
      "material": "steel rail",
      "count": 1,
      "note": "Central of Georgia Railroad Company existing track shown crossing under bridge"
    },
    {
      "name": "Future track",
      "tag": "",
      "shape": "linear",
      "material": "unspecified",
      "count": 1,
      "note": "Centerline of future track shown, not yet constructed"
    },
    {
      "name": "Future access road",
      "tag": "",
      "shape": "linear",
      "material": "unspecified",
      "count": 1,
      "note": "Centerline shown, planned"
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bridge overall"
    },
    {
      "label": "Span 1 length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 1 to Bent 2"
    },
    {
      "label": "Span 2 length",
      "value": "82'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 2 to Bent 3"
    },
    {
      "label": "Span 3 length",
      "value": "55'-0\"",
      "unit": "ft-in",
      "appliesTo": "Bent 3 to Bent 4"
    },
    {
      "label": "Gutter to gutter width",
      "value": "40'-0\"",
      "unit": "ft-in",
      "appliesTo": "Roadway between Bent 1 and Bent 2 area"
    },
    {
      "label": "Out to out width",
      "value": "43'-7\"",
      "unit": "ft-in",
      "appliesTo": "Bridge cross-section"
    },
    {
      "label": "Deck edge to point of min vert clearance",
      "value": "1'-9 1/2\"",
      "unit": "ft-in",
      "appliesTo": "Point of Min. Vert. Clearance"
    },
    {
      "label": "Offset dimension",
      "value": "6'-0\"",
      "unit": "ft-in",
      "appliesTo": "multiple locations near Bent 2/3"
    },
    {
      "label": "Width dimension",
      "value": "34'-0\"",
      "unit": "ft-in",
      "appliesTo": "Between Bent 2L/2R and Bent 3L/3R area"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "deg-min-sec",
      "appliesTo": "Typical skew angle at bents/walls"
    },
    {
      "label": "Bearing",
      "value": "N 2°-23'-16.7\" E",
      "unit": "bearing",
      "appliesTo": "Future access road centerline"
    },
    {
      "label": "Bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "bearing",
      "appliesTo": "SR 21 centerline"
    },
    {
      "label": "Distance",
      "value": "75'-10 5/16\"",
      "unit": "ft-in",
      "appliesTo": "Future track centerline dimension"
    },
    {
      "label": "Distance",
      "value": "74'-7 15/16\"",
      "unit": "ft-in",
      "appliesTo": "Existing railroad centerline dimension"
    },
    {
      "label": "Minimum clearance",
      "value": "12'-1\"",
      "unit": "ft-in",
      "appliesTo": "Central of Georgia Railroad existing track"
    },
    {
      "label": "Minimum clearance",
      "value": "14'-1\"",
      "unit": "ft-in",
      "appliesTo": "Future point of min vert clearance, right bridge"
    },
    {
      "label": "Station",
      "value": "STA. 17+23.00",
      "unit": "station",
      "appliesTo": "Begin Bridge"
    },
    {
      "label": "Station",
      "value": "STA. 17+29.07",
      "unit": "station",
      "appliesTo": "unspecified point"
    },
    {
      "label": "Station",
      "value": "STA. 18+16.85",
      "unit": "station",
      "appliesTo": "SR 21 centerline = Central of Georgia RR Sta. 303+80.83"
    },
    {
      "label": "Station",
      "value": "STA. 303+80.83",
      "unit": "station",
      "appliesTo": "Central of Georgia Railroad Company centerline"
    },
    {
      "label": "Station",
      "value": "STA. 19+08.93",
      "unit": "station",
      "appliesTo": "PT#3"
    },
    {
      "label": "Station",
      "value": "STA. 19+15.00",
      "unit": "station",
      "appliesTo": "End Bridge"
    },
    {
      "label": "RRMP",
      "value": "D-0080.54",
      "unit": "",
      "appliesTo": "Railroad milepost marker"
    },
    {
      "label": "Grade",
      "value": "+5.4180%",
      "unit": "%",
      "appliesTo": "Proposed vertical, SR 21 PGL (westbound, partial label '560' cut off)"
    },
    {
      "label": "Grade",
      "value": "+5.4443%",
      "unit": "%",
      "appliesTo": "Proposed vertical, SR 21 PGL (eastbound, partial label '560' cut off)"
    },
    {
      "label": "Min. Horiz. Clearance",
      "value": "36'-4\"",
      "unit": "ft-in",
      "appliesTo": "Calculated to face of column, west side"
    },
    {
      "label": "Min. Horiz. Clearance",
      "value": "25'-8\"",
      "unit": "ft-in",
      "appliesTo": "Calculated to face of column, east side"
    },
    {
      "label": "Offset dimension",
      "value": "15'-0\"",
      "unit": "ft-in",
      "appliesTo": "Two segments near Min. Horiz. Cl. callouts"
    },
    {
      "label": "Offset dimension",
      "value": "22'-0\"",
      "unit": "ft-in",
      "appliesTo": "Near PT#3 / end bridge area"
    }
  ],
  "notes": [
    "FRONT FACE OF WALL 1",
    "FRONT FACE OF WALL 2",
    "ℂ FUTURE ACCESS ROAD",
    "ℂ FUTURE TRACK",
    "ℂ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "12'-1\" MIN.",
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "AHEAD",
    "TO PERKINS",
    "TO US 25/SR 121",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "ℂ BENT 2L / ℂ BENT 2R",
    "ℂ BENT 3L / ℂ BENT 3R",
    "B.F.P.R. BENT 1L / 1R / 4L / 4R",
    "81°-20'-05.0\", TYP.",
    "STA. 18+16.85, ℂ SR 21 = STA. 303+80.83, ℂ CENTRAL OF GEORGIA RAILROAD COMPANY",
    "BEGIN BRIDGE STA. 17+23.00",
    "STA. 17+29.07",
    "RRMP D-0080.54",
    "ℂ SR 21",
    "N 83°-43'-21.7\" E",
    "PT#3",
    "END BRIDGE STA. 19+15.00",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "TO GA HIGHWAY 23",
    "RR R/W",
    "TO MILLEN",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "CHAIN LINK WIRE FENCE, TYP.",
    "TOTAL LENGTH OF BRIDGE = 192'-0\" ***"
  ],
  "labels": [
    "PLAN",
    "PROPOSED VER... (partial, likely PROPOSED VERTICAL PROFILE) SR 21 PG...",
    "BENT ELEVATION... (table title partial)",
    "LOCATION",
    "BENT NO.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "BENT 1, BENT 2, BENT 3, BENT 4 (table rows)"
  ],
  "description": "This crop is a plan view of a skewed bridge crossing over an existing Central of Georgia Railroad track, with a future access road and future track also shown, near SR 21 and connections to US 25/SR 121 and GA Highway 23. It details bent centerlines (Bents 1-4, left/right), wall faces, station and bearing data, minimum vertical/horizontal clearance callouts, and skew angles, plus a partial bent elevation table and beginning of a bridge elevation view along the bottom edge showing overall span lengths (55'-82'-55') and a chain link fence callout."
}

{
  "view": "Profile",
  "objects": [
    {
      "name": "proposed vertical curve",
      "tag": "",
      "shape": "crest vertical curve",
      "material": "",
      "count": 1,
      "note": "Vertical alignment diagram for SR 21 PGL - WESTBOUND."
    },
    {
      "name": "point of vertical intersection",
      "tag": "PVI",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Station and elevation are shown."
    }
  ],
  "measurements": [
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "PVI"
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "PVI"
    },
    {
      "label": "incoming grade",
      "value": "+5.4180%",
      "unit": "",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "outgoing grade",
      "value": "-4.7671%",
      "unit": "",
      "appliesTo": "proposed vertical curve"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "proposed vertical curve"
    }
  ],
  "notes": [],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - WESTBOUND"
  ],
  "description": "This crop shows proposed vertical curve data in profile for the SR 21 PGL westbound alignment. A crest vertical curve is depicted with a PVI at station 18+10.00 and elevation 197.80, joining +5.4180% and -4.7671% grades over a 560.0 FT. vertical curve."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "endfill",
      "tag": "",
      "shape": "sloped, stepped profile",
      "material": "",
      "count": 1,
      "note": "Shown diagrammatically."
    },
    {
      "name": "endfill control point",
      "tag": "",
      "shape": "point",
      "material": "",
      "count": 1,
      "note": "Marked at the upper end of the 1:2 slope; noted TYP."
    },
    {
      "name": "future track centerline",
      "tag": "",
      "shape": "centerline",
      "material": "",
      "count": 1,
      "note": "Vertical dashed centerline shown."
    }
  ],
  "measurements": [
    {
      "label": "horizontal distance",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "endfill diagram"
    },
    {
      "label": "horizontal distance",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "endfill diagram"
    },
    {
      "label": "horizontal distance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "endfill diagram"
    },
    {
      "label": "vertical distance",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "endfill diagram"
    },
    {
      "label": "slope triangle vertical leg",
      "value": "1",
      "unit": "",
      "appliesTo": "endfill slope"
    },
    {
      "label": "slope triangle horizontal leg",
      "value": "2",
      "unit": "",
      "appliesTo": "endfill slope"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR ℄"
  ],
  "labels": [
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop is an endfill control diagram shown with a stepped and sloped endfill profile relative to the future track centerline and top of high rail. It documents typical horizontal and vertical control dimensions and a 1-to-2 slope at the endfill control point."
}

{
  "view": "Profile",
  "objects": [],
  "measurements": [
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Incoming grade",
      "value": "+5.4443",
      "unit": "%",
      "appliesTo": ""
    },
    {
      "label": "Outgoing grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": ""
    },
    {
      "label": "Vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA",
    "SR 21 PGL - EASTBOUND",
    "PVI STA. 18+10.00",
    "EL. 197.80",
    "560.0 FT. V.C."
  ],
  "description": "This crop shows proposed vertical curve data in profile for SR 21 PGL - EASTBOUND. It identifies the PVI station and elevation, the approach and departure grades, and the 560.0 FT. vertical curve."
}

{
  "view": "Detail",
  "objects": [],
  "measurements": [
    {
      "label": "Vertical construction clearance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Horizontal clearance from left side to C/L TRACK",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "C/L TRACK"
    },
    {
      "label": "Horizontal clearance from C/L TRACK to right side",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "C/L TRACK"
    }
  ],
  "notes": [],
  "labels": [
    "C/L TRACK",
    "TOP OF HIGH RAIL",
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop shows a no-scale construction clearance diagram. It depicts a rectangular clearance envelope referenced to the C/L TRACK and the TOP OF HIGH RAIL, with vertical and horizontal clearance dimensions."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bridge bent",
      "tag": "BENT 1",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 3",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    },
    {
      "name": "bridge bent",
      "tag": "BENT 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "One listed for LEFT BRIDGE and one for RIGHT BRIDGE."
    }
  ],
  "measurements": [
    {
      "label": "STATION",
      "value": "17+26.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.76",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+81.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.50",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+63.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.59",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+18.35",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.96",
      "unit": "",
      "appliesTo": "LEFT BRIDGE BENT 4"
    },
    {
      "label": "STATION",
      "value": "17+19.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "PGL ELEV.",
      "value": "189.60",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 1"
    },
    {
      "label": "STATION",
      "value": "17+74.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.42",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 2"
    },
    {
      "label": "STATION",
      "value": "18+56.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.61",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 3"
    },
    {
      "label": "STATION",
      "value": "19+11.65",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    },
    {
      "label": "PGL ELEV.",
      "value": "190.05",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE BENT 4"
    }
  ],
  "notes": [],
  "labels": [
    "BENT ELEVATIONS **",
    "LOCATION",
    "BENT NO.",
    "STATION",
    "PGL ELEV.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE"
  ],
  "description": "This crop is a bent-elevation table for left and right bridges. It lists stations and PGL elevations for BENT 1 through BENT 4 for each bridge."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge superstructure",
      "tag": "",
      "shape": "continuous horizontal deck/girder profile",
      "material": "",
      "count": 1,
      "note": "Three-span bridge shown in elevation."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical end support",
      "material": "",
      "count": 1,
      "note": "Located at left bridge end; adjacent callout identifies FRONT FACE OF WALL NO. 1."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "rectangular column with rectangular cap and pile-supported footing",
      "material": "",
      "count": 1,
      "note": "Interior bent with two visible vertical columns and four visible piles."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "rectangular column with rectangular cap and pile-supported footing",
      "material": "",
      "count": 1,
      "note": "Interior bent with two visible vertical columns and four visible piles."
    },
    {
      "name": "bent",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical end support",
      "material": "",
      "count": 1,
      "note": "Located at right bridge end; adjacent callout identifies FRONT FACE OF WALL NO. 2."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 1",
      "shape": "vertical rectangular wall face",
      "material": "",
      "count": 1,
      "note": "Only the front face is indicated."
    },
    {
      "name": "wall",
      "tag": "WALL NO. 2",
      "shape": "vertical rectangular wall face",
      "material": "",
      "count": 1,
      "note": "Only the front face is indicated."
    },
    {
      "name": "bearing",
      "tag": "EXP.",
      "shape": "bearing symbol",
      "material": "",
      "count": 4,
      "note": "Four visible locations labeled EXP."
    },
    {
      "name": "bearing",
      "tag": "FIX",
      "shape": "bearing symbol",
      "material": "",
      "count": 2,
      "note": "Two visible locations labeled FIX."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "fence panels",
      "material": "chain link wire",
      "count": 3,
      "note": "Shown along the bridge deck; labeled TYP."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical slender pile",
      "material": "",
      "count": 8,
      "note": "Four visible below each of BENT 2 and BENT 3 footings."
    },
    {
      "name": "existing track",
      "tag": "",
      "shape": "vertical dashed alignment lines",
      "material": "",
      "count": 1,
      "note": "Center alignment is shown beneath the bridge."
    },
    {
      "name": "future track",
      "tag": "",
      "shape": "vertical dashed alignment lines",
      "material": "",
      "count": 1,
      "note": "Shown to the right of the existing track."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192’-0” ***",
      "unit": "ft-in",
      "appliesTo": "bridge superstructure"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "B.F.P.R. BENT 1 to BENT 2"
    },
    {
      "label": "span length",
      "value": "82’-0” ***",
      "unit": "ft-in",
      "appliesTo": "BENT 2 to BENT 3"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "BENT 3 to B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "future groundline"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "EL. 151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a three-span bridge, with end bents at B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and interior pile-supported BENT 2 and BENT 3. It documents the bridge length and span dimensions, deck-mounted chain link wire fence, bearing designations, wall-face callouts, and existing/future track and groundline references."
}

{
  "view": "Title Block",
  "objects": [],
  "measurements": [
    {
      "label": "Scale",
      "value": "1” = 20’-0”",
      "unit": "",
      "appliesTo": "PLAN AND ELEVATION"
    },
    {
      "label": "Print check scale",
      "value": "1 INCH",
      "unit": "",
      "appliesTo": "WHEN PRINTED FULL SIZE"
    }
  ],
  "notes": [
    "(UNLESS OTHERWISE NOTED)"
  ],
  "labels": [
    "DOT INVENTORY CROSSING NO. 620272Y",
    "PROJECT P.I. NO. 0019181",
    "BRIDGE NO. 1 LT. AND RT.",
    "S&A Atlanta",
    "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",
    "PLAN AND ELEVATION",
    "SR 21 @ NS #620272Y",
    "JENKINS COUNTY",
    "0019181",
    "APRIL 2025",
    "DRAWING NO. 35-0001",
    "BRIDGE SHEET 1 OF 21",
    "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",
    "0019181_0001.dgn"
  ],
  "description": "This crop shows the project title block for the Plan and Elevation sheet. It identifies the Georgia Department of Transportation bridge work at SR 21 @ NS #620272Y in Jenkins County, with drawing number 35-0001 and bridge sheet 1 of 21."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ BENT.",
    "ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.",
    "*** 4. MEASURED ALONG ℄ SR 21."
  ],
  "labels": [],
  "description": "This crop contains general stationing, elevation reference, and measurement notes for SR 21. It documents how stations and elevations are located relative to the profile grade lines, B.F.P.R., and bent centerlines."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23’-6”",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "EXISTING TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24’-1”",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "FUTURE TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24’-1”",
      "unit": "",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "MINIMUM REQUIRED VERTICAL CLEARANCE",
      "value": "23’-6”",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "EXISTING TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24’-6”",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "FUTURE TRACK VERTICAL CLEARANCE CALCULATED",
      "value": "24’-7”",
      "unit": "",
      "appliesTo": "RIGHT BRIDGE"
    }
  ],
  "notes": [
    "✳ 5. LEFT BRIDGE:",
    "MINIMUM REQUIRED VERTICAL CLEARANCE = 23’-6”",
    "EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24’-1”",
    "FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24’-1”.",
    "RIGHT BRIDGE:",
    "MINIMUM REQUIRED VERTICAL CLEARANCE = 23’-6”",
    "EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24’-6”",
    "FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24’-7”."
  ],
  "labels": [],
  "description": "This crop is a clearance note for the left and right bridges. It documents minimum required and calculated vertical clearances over existing and future track conditions."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck / superstructure outline",
      "tag": "LEFT BRIDGE",
      "shape": "rectangular, skewed ends",
      "material": "",
      "count": 1,
      "note": "Upper bridge shown in plan between Walls 1 and 2."
    },
    {
      "name": "Bridge deck / superstructure outline",
      "tag": "RIGHT BRIDGE",
      "shape": "rectangular, skewed ends",
      "material": "",
      "count": 1,
      "note": "Lower bridge shown in plan between Walls 1 and 2."
    },
    {
      "name": "Wall",
      "tag": "WALL 1",
      "shape": "skewed rectangular wall line",
      "material": "",
      "count": 2,
      "note": "Front face called out at the left end of each bridge."
    },
    {
      "name": "Wall",
      "tag": "WALL 2",
      "shape": "skewed rectangular wall line",
      "material": "",
      "count": 2,
      "note": "Front face called out at the right end of each bridge."
    },
    {
      "name": "Bent",
      "tag": "BENT 1L",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 2L",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3L",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4L",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 1R",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 2R",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3R",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4R",
      "shape": "line",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Gutter",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Gutter limits are dimensioned on both bridge plans."
    },
    {
      "name": "Central of Georgia Railroad Company existing track",
      "tag": "",
      "shape": "parallel linear tracks",
      "material": "",
      "count": null,
      "note": "Crosses beneath the bridge plans."
    },
    {
      "name": "Future access road",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Temporary shoring",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Shown near the railroad at the right side."
    },
    {
      "name": "Chain link wire fence",
      "tag": "",
      "shape": "fence line",
      "material": "chain link wire",
      "count": null,
      "note": "Only a partial lower-plan depiction is visible."
    }
  ],
  "measurements": [
    {
      "label": "Minimum dimension",
      "value": "12'-1\" MIN.",
      "unit": "",
      "appliesTo": "Central of Georgia Railroad Company existing track / future access road area"
    },
    {
      "label": "Dimension",
      "value": "74'-7 15/16\"",
      "unit": "",
      "appliesTo": "Upper bridge plan"
    },
    {
      "label": "Bearing / direction",
      "value": "N 2°-23'-16.71\" E",
      "unit": "",
      "appliesTo": "Upper bridge plan"
    },
    {
      "label": "Dimension",
      "value": "75'-10 15/16\"",
      "unit": "",
      "appliesTo": "Upper bridge plan"
    },
    {
      "label": "Minimum vertical clearance offset",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "Point of min. vert. clearance"
    },
    {
      "label": "Dimension",
      "value": "6'-0\"",
      "unit": "",
      "appliesTo": "Point of min. vert. clearance"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "Gutter-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Upper bridge"
    },
    {
      "label": "Skew angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": "Walls / bridge ends"
    },
    {
      "label": "Station",
      "value": "STA. 18+16.85",
      "unit": "",
      "appliesTo": "℄ SR 21"
    },
    {
      "label": "Station",
      "value": "STA. 303+80.83",
      "unit": "",
      "appliesTo": "℄ Central of Georgia Railroad Company"
    },
    {
      "label": "Begin bridge station",
      "value": "STA. 17+23.00",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Station",
      "value": "STA. 17+29.07",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Bearing / direction",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "℄ SR 21"
    },
    {
      "label": "Station",
      "value": "STA. 19+08.93",
      "unit": "",
      "appliesTo": "℄ SR 21"
    },
    {
      "label": "End bridge station",
      "value": "STA. 19+15.00",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Width",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Minimum dimension",
      "value": "14'-1\" MIN.",
      "unit": "",
      "appliesTo": "Lower bridge / future point of min. vert. clearance"
    },
    {
      "label": "Gutter-to-gutter width",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Gutter-to-out width",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Width",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge"
    },
    {
      "label": "Dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Lower bridge clearance area"
    },
    {
      "label": "Minimum horizontal clearance",
      "value": "25'-8\"",
      "unit": "",
      "appliesTo": "Face of column"
    },
    {
      "label": "Minimum horizontal clearance",
      "value": "36'-4\"",
      "unit": "",
      "appliesTo": "Face of column"
    },
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Proposed vertical grade",
      "value": "+5.4180%",
      "unit": "",
      "appliesTo": "SR 21 PGL"
    },
    {
      "label": "Proposed vertical grade",
      "value": "+5.4443%",
      "unit": "",
      "appliesTo": "SR 21 PGL"
    }
  ],
  "notes": [
    "POINT OF MIN. VERT. CLEARANCE",
    "FUTURE POINT OF MIN. VERT. CLEARANCE",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "TO BE REMOVED",
    "MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN",
    "CHAIN LINK WIRE FENCE, TYP."
  ],
  "labels": [
    "℄ FUTURE ACCESS ROAD",
    "℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK",
    "TO PERKINS",
    "TO US 25/SR 121",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "℄ SR 21",
    "TO GA HIGHWAY 23",
    "RR R/W",
    "TO MILLEN",
    "PT #3",
    "RRMP D-0080.54",
    "PLAN",
    "BENT ELEVATIONS",
    "LOCATION",
    "BENT NO.",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "PROPOSED VERT",
    "SR 21 PGL",
    "N."
  ],
  "description": "This crop is a plan view of two parallel bridge structures carrying SR 21 across the Central of Georgia Railroad Company existing track. It shows the left- and right-bridge bent locations, wall front faces, gutters, roadway centerlines, clearance callouts, railroad/right-of-way features, and partial bridge-length dimensions. A partial bent-elevations table and portions of proposed vertical-profile graphics are visible at the right and lower edges."
}

{
  "view": "Profile",
  "objects": [
    {
      "name": "proposed vertical curve",
      "tag": "SR 21 PGL - WESTBOUND",
      "shape": "vertical curve",
      "material": "",
      "count": 1,
      "note": "PVI shown at STA. 18+10.00."
    },
    {
      "name": "proposed vertical curve",
      "tag": "SR 21 PGL - EASTBOUND",
      "shape": "vertical curve",
      "material": "",
      "count": 1,
      "note": "PVI shown at STA. 18+10.00."
    }
  ],
  "measurements": [
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "incoming grade",
      "value": "+5.4180",
      "unit": "%",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "outgoing grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "SR 21 PGL - WESTBOUND"
    },
    {
      "label": "PVI station",
      "value": "18+10.00",
      "unit": "",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "PVI elevation",
      "value": "197.80",
      "unit": "",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "incoming grade",
      "value": "+5.4443",
      "unit": "%",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "outgoing grade",
      "value": "-4.7671",
      "unit": "%",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    },
    {
      "label": "vertical curve length",
      "value": "560.0",
      "unit": "FT.",
      "appliesTo": "SR 21 PGL - EASTBOUND"
    }
  ],
  "notes": [],
  "labels": [
    "PROPOSED VERTICAL CURVE DATA"
  ],
  "description": "This crop shows proposed vertical curve data diagrams for SR 21 PGL westbound and eastbound. Each diagram identifies a PVI station and elevation, the approach and departure grades, and a 560.0 FT. vertical curve length."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "future track centerline",
      "tag": "",
      "shape": "dashed vertical line",
      "material": "",
      "count": 1,
      "note": "Marked at the left side of the diagram."
    },
    {
      "name": "track",
      "tag": "",
      "shape": "rail profile",
      "material": "",
      "count": 1,
      "note": "Partial track depiction at left."
    },
    {
      "name": "endfill",
      "tag": "",
      "shape": "sloping trapezoidal profile",
      "material": "",
      "count": 1,
      "note": "Endfill profile terminates at the indicated control point."
    },
    {
      "name": "endfill control point",
      "tag": "",
      "shape": "point at top of sloping endfill",
      "material": "",
      "count": 1,
      "note": "Typical."
    },
    {
      "name": "high rail",
      "tag": "",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Top of high rail is indicated."
    }
  ],
  "measurements": [
    {
      "label": "horizontal dimension",
      "value": "15'-0\"",
      "unit": "",
      "appliesTo": "Future track centerline to first vertical reference line"
    },
    {
      "label": "horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Adjacent vertical reference lines"
    },
    {
      "label": "horizontal dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Adjacent vertical reference lines"
    },
    {
      "label": "vertical dimension",
      "value": "4'-9\"",
      "unit": "",
      "appliesTo": "Top of high rail to bottom of endfill profile"
    },
    {
      "label": "slope",
      "value": "1",
      "unit": "",
      "appliesTo": "Endfill slope"
    },
    {
      "label": "slope",
      "value": "2",
      "unit": "",
      "appliesTo": "Endfill slope"
    }
  ],
  "notes": [
    "TOP OF HIGH RAIL, TYP.",
    "ENDFILL CONTROL POINT, TYP.",
    "* NORMAL TO RR CL"
  ],
  "labels": [
    "℄ FUTURE TRACK",
    "ENDFILL CONTROL DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop is an endfill control detail diagram, shown with a future track centerline at the left and a sloping endfill profile. It establishes typical horizontal and vertical control dimensions, a 1-to-2 slope indication, and the typical endfill control point normal to the railroad centerline."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "construction clearance envelope",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "track centerline",
      "tag": "℄ TRACK",
      "shape": "dashed line",
      "material": "",
      "count": 1,
      "note": "Vertical centerline shown within and below clearance envelope."
    },
    {
      "name": "high rail",
      "tag": "TOP OF HIGH RAIL",
      "shape": "horizontal line",
      "material": "",
      "count": 1,
      "note": "Indicated at bottom of clearance envelope."
    }
  ],
  "measurements": [
    {
      "label": "vertical clearance",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    },
    {
      "label": "horizontal clearance, left of track centerline",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    },
    {
      "label": "horizontal clearance, right of track centerline",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "construction clearance envelope"
    }
  ],
  "notes": [],
  "labels": [
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "NO SCALE"
  ],
  "description": "This crop shows a construction clearance diagram around a track centerline. A rectangular clearance envelope is dimensioned from the top of high rail and equally about the track centerline."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bridge deck/superstructure",
      "tag": "",
      "shape": "continuous rectangular longitudinal member",
      "material": "",
      "count": 1,
      "note": "Shown across the full bridge length."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "rectangular fenced panels",
      "material": "",
      "count": 3,
      "note": "Called out as typical."
    },
    {
      "name": "end bent / wall",
      "tag": "B.F.P.R. BENT 1",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Front face identified as Wall No. 1."
    },
    {
      "name": "bent",
      "tag": "BENT 2",
      "shape": "two-column bent with rectangular pile cap",
      "material": "",
      "count": 1,
      "note": "Three piles are visible below the pile cap."
    },
    {
      "name": "bent",
      "tag": "BENT 3",
      "shape": "two-column bent with rectangular pile cap",
      "material": "",
      "count": 1,
      "note": "Three piles are visible below the pile cap."
    },
    {
      "name": "end bent / wall",
      "tag": "B.F.P.R. BENT 4",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Front face identified as Wall No. 2."
    },
    {
      "name": "bent columns",
      "tag": "",
      "shape": "rectangular vertical columns",
      "material": "",
      "count": 4,
      "note": "Two columns are shown at each of BENT 2 and BENT 3."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at each interior bent."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical slender member",
      "material": "",
      "count": 6,
      "note": "Three visible below each interior-bent pile cap."
    },
    {
      "name": "fixed bearing",
      "tag": "FIX",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Shown at BENT 2."
    },
    {
      "name": "expansion bearing",
      "tag": "EXP.",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Shown at the end bents and BENT 3."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192’-0” ***",
      "unit": "ft-in",
      "appliesTo": "bridge deck/superstructure"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "between B.F.P.R. BENT 1 and BENT 2"
    },
    {
      "label": "span length",
      "value": "82’-0” ***",
      "unit": "ft-in",
      "appliesTo": "between BENT 2 and BENT 3"
    },
    {
      "label": "span length",
      "value": "55’-0” ***",
      "unit": "ft-in",
      "appliesTo": "between BENT 3 and B.F.P.R. BENT 4"
    },
    {
      "label": "elevation",
      "value": "151.00",
      "unit": "",
      "appliesTo": "EL. 151.00, TYP."
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP.",
    "FRONT FACE OF WALL NO.1",
    "FRONT FACE OF WALL NO.2",
    "EL. 151.00, TYP.",
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE"
  ],
  "labels": [
    "PLAN",
    "PGL",
    "℄ FUTURE ACCESS ROAD",
    "℄ EXISTING TRACK",
    "℄ FUTURE TRACK"
  ],
  "description": "This crop shows an elevation of a three-span bridge, with end bents/walls at B.F.P.R. BENT 1 and B.F.P.R. BENT 4 and interior pile-supported BENT 2 and BENT 3. Chain link wire fence is shown along portions of the deck, with future and approximate existing groundlines and track/access-road centerlines below."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Listed in design data and summary of quantities; item description includes HP 12 X 53."
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed as zinc-coated, 6 ft, 9 ga."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Referenced in standard plan modification note."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Optional in lieu of concrete diaphragms."
    }
  ],
  "measurements": [
    {
      "label": "Seismic performance zone",
      "value": "2",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "AS-0.142",
      "value": "0.142",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "SD1=0.155",
      "value": "0.155",
      "unit": "",
      "appliesTo": "Specifications"
    },
    {
      "label": "Design vehicle live load",
      "value": "HL-93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": ""
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "CLASS D"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "CLASS AA"
    },
    {
      "label": "Reinforcement steel strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "GRADE 60"
    },
    {
      "label": "Pretensioning strands strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": ""
    },
    {
      "label": "Steel H-piles strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "GRADE 50"
    },
    {
      "label": "Freeze period after pile driving",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "Piles"
    },
    {
      "label": "Smooth dowel bar diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Formed holes"
    },
    {
      "label": "Wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Approach slab expansion joint",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Standard plan modification"
    },
    {
      "label": "Paving rest and end post",
      "value": "3/8”",
      "unit": "",
      "appliesTo": "Bent 1 and 4"
    },
    {
      "label": "Chain link fence height",
      "value": "6FT",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Chain link fence gauge",
      "value": "9 GA.",
      "unit": "",
      "appliesTo": "Chain link fence"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    },
    {
      "label": "Foundation backfill material, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Foundation backfill material, TP II",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Bridge excavation, grade separation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Bridge excavation, grade separation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "PSC beams, AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Bar reinforcing steel",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Bar reinforcing steel",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Piling in place, steel H, HP 12 X 53",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Piling in place, steel H, HP 12 X 53",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Load test, steel H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Load test, steel H, HP 12 X 53 (IF REQD)",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Right Bridge"
    },
    {
      "label": "Chain link fence, zinc coat, 6 ft, 9 ga",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Left Bridge"
    },
    {
      "label": "Chain link fence, zinc coat, 6 ft, 9 ga",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Right Bridge"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT ENGINEER SHOULD CONTACT THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SEE SPECIAL PROVISION 154 - CONSTRUCTION VIBRATION MONITORING.",
    "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE PILE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER.",
    "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3” DIAMETER X 12” DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS, SEE SUB-SECTION 501.3.05.B.3 OF THE GEORGIA DOT SPECIFICATIONS. STIRRUPS MAY BE SHIFTED SLIGHTLY TO CLEAR FORMED HOLES.",
    "ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.",
    "FILL SETTLEMENT - PROTECT PILES DRIVEN AT BENTS 1 AND 4 FROM NEGATIVE SKIN FRICTION WHEN IN CONJUNCTION WITH MECHANICALLY STABILIZED EARTH WALLS, SEE SECTION 551 OF THE GEORGIA DOT SPECIFICATIONS. DRIVE PILES AT END BENTS BEFORE WALL LEVELING PADS ARE CONSTRUCTED.",
    "STEEL DIAPHRAGMS - AT CONTRACTOR’S OPTION, STEEL DIAPHRAGMS MAY BE USED IN LIEU OF THE CONCRETE DIAPHRAGMS SHOWN IN THE PLANS. AT A MINIMUM, STEEL DIAPHRAGMS ARE TO BE DESIGNED AT STRENGTH LIMIT STATE III WITH A THREE SECOND GUST WIND SPEED OF 140MPH APPLIED TO ONE HALF OF THE VERTICAL SURFACE AREA OF THE EXPOSED BEAM USING EXPOSURE CATEGORY D. CROSS FRAME CONFIGURATIONS SHALL HAVE A HORIZONTAL ANGLE OR CHANNEL AT EITHER THE TOP OR BOTTOM POSITION. STEEL DIAPHRAGMS SHALL BE MANUFACTURED BY A FABRICATOR LISTED ON QPL 6 PER SECTION 501 OR GREATER. ALL COMPONENTS OF THE STEEL DIAPHRAGM SHALL BE GALVANIZED ACCORDING TO ASTM A 123. CONNECTION BOLTS SHALL CONFORM TO ASTM F3125 (GRADE A325), NUTS SHALL CONFORM TO ASTM A563. WASHERS SHALL CONFORM TO ASTM F436. ALL HARDWARE SHALL BE GALVANIZED ACCORDING TO ASTM A153. STABILITY OF THE BEAMS AND STRUCTURE DURING ALL PHASES OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE STEEL DIAPHRAGMS TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. THE USE OF STEEL DIAPHRAGMS SHALL BE INCLUDED IN THE PRICE BID FOR “LUMP-SUPESTR CONCRETE.”",
    "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.",
    "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 AFTER 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 - 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.",
    "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.",
    "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": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SPECIFICATIONS",
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "BRIDGE NO. I LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "GENERAL NOTES",
    "SR 21 @ NS #620272Y",
    "P.I. NO. 0019181"
  ],
  "description": "This crop is a General Notes sheet fragment containing continued bridge construction notes, design criteria, and a summary-of-quantities table for left and right bridges. It documents pile installation and testing, concrete, beams, reinforcing steel, barriers, deck grooving, approach slabs, diaphragms, fencing, welding, and protective-coating requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam spans",
      "tag": "",
      "shape": "PSC beam",
      "material": "precast prestressed concrete",
      "count": 2,
      "note": "Listed as special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "PSC beam",
      "material": "precast prestressed concrete",
      "count": 1,
      "note": "Listed as special design."
    },
    {
      "name": "steel H pile end bents",
      "tag": "",
      "shape": "H-section pile",
      "material": "steel",
      "count": 2,
      "note": "With MSE wall abutments; listed as special design."
    },
    {
      "name": "MSE wall abutments",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Associated with steel H pile end bents."
    },
    {
      "name": "concrete intermediate bents",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "Listed as special design."
    },
    {
      "name": "end post and guardrail attachment detail",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Referenced to GA. STD. 3054 (9-30-02)."
    },
    {
      "name": "chain link wire fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "AASHTO Type II PSC beam span length",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "AASHTO Type III PSC beam span length",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail length",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail width",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "End post and guardrail attachment detail height",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    }
  ],
  "notes": [
    "2 - 55'-0\" AASHTO TYPE II PSC BEAM SPANS ---------------- SPECIAL DESIGN",
    "1 - 82'-0\" AASHTO TYPE III PSC BEAM SPAN ---------------- SPECIAL DESIGN",
    "2 - STEEL H PILE END BENTS WITH MSE WALL ABUTMENTS -------- SPECIAL DESIGN",
    "2 - CONCRETE INTERMEDIATE BENTS ---------------- SPECIAL DESIGN",
    "4 - END POST AND GUARDRAIL ATTACHMENT DETAIL -------- GA. STD. 3054 (9-30-02)",
    "(L = 4'-3\"; W = 1'-1\"; H = 3'-6\")",
    "(L = 4'-6\"; W = 1'-1\"; H = 3'-6\")",
    "BAR BENDING DETAILS ------------------------- GA. STD. 3901 (8-69)",
    "CHAIN LINK WIRE FENCE ------------------- GA. STD. 9031N (8-13-85)",
    "TYPICAL FILL DETAIL AT END OF BRIDGE ---------------- GA. STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031N (8-13-85)",
    "GA. STD. 9037 (9-99)"
  ],
  "description": "This crop is a notes block listing the components comprising each bridge and associated standard-detail references. It documents beam spans, end and intermediate bents, MSE wall abutments, guardrail attachment details, and referenced bar bending, fence, and fill details."
}

{
  "view": "Table",
  "objects": [],
  "measurements": [
    {
      "label": "ADT",
      "value": "2,750 (2027)",
      "unit": "",
      "appliesTo": "TRAFFIC"
    },
    {
      "label": "ADT",
      "value": "3,300 (2047)",
      "unit": "",
      "appliesTo": "TRAFFIC"
    },
    {
      "label": "DESIGN SPEED",
      "value": "55",
      "unit": "MPH",
      "appliesTo": ""
    },
    {
      "label": "TRUCKS",
      "value": "32.5",
      "unit": "%",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "TRAFFIC DATA",
    "TRAFFIC",
    "DESIGN SPEED",
    "TRUCKS"
  ],
  "description": "This crop is a traffic data table. It documents average daily traffic projections, design speed, and truck percentage; no constructional items are shown."
}

{
  "view": "Notes",
  "objects": [],
  "measurements": [],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS."
  ],
  "labels": [
    "GENERAL NOTES"
  ],
  "description": "This crop shows a General Notes heading and one specifications note. No constructional objects, dimensions, or quantities are visible."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Placement, tying, welding, and clearance requirements noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer requirement noted."
    }
  ],
  "measurements": [
    {
      "label": "minimum clearance on all reinforcement",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "chamfer on all exposed concrete edges",
      "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 is a general construction notes block. It documents reinforcing steel placement and clearance requirements and chamfering requirements for exposed concrete edges."
}

{
  "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 construction note for railroad side ditches. It directs cleaning before construction, maintaining positive drainage and keeping the ditches free of silt and debris until final acceptance, with reference to roadway plans for erosion control and payment."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided at this site; see Section 510 of the Georgia DOT Specifications."
    }
  ],
  "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 construction note requiring protective platforms at the site. It references Section 510 of the Georgia DOT Specifications and requires the minimum vertical clearance defined in the Construction Clearance Diagram."
}

{
  "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 is a notes block for bridge construction. It specifies that temporary shoring costs are to be included in the overall bid and states that no waiting period is required."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "foundation backfill material",
      "tag": "TYPE II",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified under each footing; note text is partial after “BENTS 2, AND.”"
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    },
    {
      "name": "bent",
      "tag": "BENTS 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "Addition to plan footing dimensions",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "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 is a block of construction notes. It specifies Type II foundation backfill beneath footings and refers to plan driving objective information in the substructure details; the bent reference appears incomplete in the visible crop."
}