Corner Chamfer

{
  "view": "Section",
  "objects": [
    {
      "name": "Pier (section at pier location)",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete (implied by notes)",
      "count": 1,
      "note": "Cross section 1500 x 1000 with 25x25 chamfer called out at corner"
    },
    {
      "name": "×4",
      "tag": "",
      "shape": "45 degree chamfer",
      "material": "",
      "count": 1,
      "note": "Labelled CHAMFER 25X25; shown at top-left corner, dimensioned 25 each way"
    }
  ],
  "measurements": [
    {
      "label": "Chamfer leg (horizontal)",
      "value": "25",
      "unit": "",
      "appliesTo": "Chamfer 25X25"
    },
    {
      "label": "Chamfer leg (vertical)",
      "value": "25",
      "unit": "",
      "appliesTo": "Chamfer 25X25"
    },
    {
      "label": "Section width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Section depth",
      "value": "1000",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "Chamfer size (in callout)",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Chamfer"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcing steel (general note 7)"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50",
      "unit": "MM",
      "appliesTo": "Wearing course (general note 9)"
    },
    {
      "label": "Code reference",
      "value": "IRC 78:2014",
      "unit": "",
      "appliesTo": "Back filling material (general note 12)"
    }
  ],
  "notes": [
    "5. GRADE OF CONCRETE FOR VARI... FOLLOWS:- (partial, right edge cut off)",
    "PSC PRECAST GIRDER ------ (value cut off)",
    "R.C.C. CAST IN SITU DECK (value cut off)",
    "R.C.C. END CROSS GIRDER --- (value cut off)",
    "R.C.C. INTERMEDIATE CROSS GIR... (partial)",
    "BEARING PEDESTAL -------- (value cut off)",
    "CRASH BARRIER ---------- (value cut off)",
    "APPROACH SLAB ---------- (value cut off)",
    "LEVELLING COURSE -------- (value cut off)",
    "DIRT WALL & SLAB -------- (value cut off)",
    "ABUTMENT & PIER -------- (value cut off)",
    "PILE FOUNDATION --------- (value cut off)",
    "6. CLEAR COVER TO ANY REINFORCEMENT... FOUNDATION.................... (partial)",
    "SUBSTRUCTURE  ABUTMENT & ABUTME... (partial)",
    "PIER & PIER CAP..... (partial)",
    "SUPERSTRUCTURE.................... (partial)",
    "7. ALL REINFORCING STEEL SHOUL... BARS OF GRADE-Fe 550D,  CO... (partial)",
    "8. STRIP SEAL TYE OF EXPANSION ... SPECIFICATION. (partial)",
    "9. BITUMINOUS CONCRETE 50MM T... (partial)",
    "10. FRL, CAMBER / SUPER ELEVATI... LATEST PLAN & PROFILE DRAWIN... (partial)",
    "11. DRAINAGE SPOUT SHALL BE PR... SPECIFICATION. (partial)",
    "12. BACK FILLING MATERIAL BEHIND ... APPENDIX 6 OF IRC 78:2014 & ... THE SUPERSTRUCTURE. (partial)",
    "13. THE STRUCTURE IS LOCATED IN ... 'SEVERE' EXPOSURE CONDITION. (partial)",
    "14. DIMENSION OF STRUCTURES ARE TENT... (partial)",
    "15. THE SELECTED EARTH FILL USE... SHALL HAVE THE FOLLOWING PR... (partial)",
    "16. THE PIERCAP TOP LEVEL HAS B... & PEDESTAL. IN CASE THE BEA... THE HEIGHT OF THE BEARING S... (partial, cut off at bottom)"
  ],
  "labels": [
    "CHAMFER 25X25",
    "SECTION AT PIER LOCATION",
    "(SCALE   1:25)",
    "SUBSTRUCTURE",
    "SUPERSTRUCTURE"
  ],
  "description": "The crop shows a small cross section detail titled 'SECTION AT PIER LOCATION' (scale 1:25): a rectangular concrete section 1500 wide x 1000 deep with a 25x25 chamfer called out at the corners. To the right is a partially cropped block of general notes (items 5 to 16) covering concrete grades for various components, clear cover to reinforcement, reinforcing steel grade Fe 550D, expansion joint type, 50MM bituminous concrete, drainage spouts, backfill per IRC 78:2014 and pier cap top level; the note text is truncated at the right edge and bottom so values for concrete grades and covers are not readable. This documents the pier shaft/pier cap section geometry and the associated general specification notes."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Chamfered rectangular section · ×1 · Material not stated in this crop; outline only, no reinforcement shown",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Material not stated in this crop; outline only, no reinforcement shown"
    },
    {
      "name": "Corner chamfer",
      "tag": "",
      "shape": "45-degree chamfer",
      "material": "",
      "count": 4,
      "note": "Chamfer noted once (25X25); all four corners drawn chamfered"
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier / pier cap section"
    },
    {
      "label": "Overall depth/height",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pier / pier cap section"
    },
    {
      "label": "Chamfer horizontal leg",
      "value": "25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Chamfer vertical leg",
      "value": "25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Chamfer size (callout)",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "CHAMFER 25X25"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop is a single cross section titled 'SECTION AT PIER LOCATION' at scale 1:25, showing a rectangular concrete member 1500 wide by 1000 deep with 25x25 chamfers at the corners. No units, material designation, reinforcement, or station data are printed in this crop, so only the outline geometry and the chamfer callout can be taken off. It documents the sectional shape of the pier/pier cap at the pier location for formwork and concrete volume purposes."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "Pier (section through pier at pier location)",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "reinforced concrete (implied by notes; not stated in this view)",
      "count": 1,
      "note": "Cross section 1500 x 1000 with 25x25 chamfers at corners; sectioned outline only, no reinforcement shown in this crop."
    },
    {
      "name": "Chamfer",
      "tag": "",
      "shape": "45 degree chamfer",
      "material": "",
      "count": 4,
      "note": "Callout 'CHAMFER 25X25' points to top-left corner; chamfers drawn at all four corners of the section."
    }
  ],
  "measurements": [
    {
      "label": "Chamfer leg (horizontal)",
      "value": "25",
      "unit": "",
      "appliesTo": "Chamfer at pier section corner"
    },
    {
      "label": "Chamfer leg (vertical)",
      "value": "25",
      "unit": "",
      "appliesTo": "Chamfer at pier section corner"
    },
    {
      "label": "Chamfer size (callout)",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Chamfer"
    },
    {
      "label": "Overall width of section",
      "value": "1500",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Overall depth of section",
      "value": "1000",
      "unit": "",
      "appliesTo": "Section at pier location"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    },
    {
      "label": "Bituminous concrete thickness (note 9, partial)",
      "value": "50",
      "unit": "MM",
      "appliesTo": "Wearing course (note only, text cut off)"
    },
    {
      "label": "Reinforcing steel grade (note 7, partial)",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcement (note only)"
    },
    {
      "label": "Code reference (note 12, partial)",
      "value": "APPENDIX 6 OF IRC 78:2014",
      "unit": "",
      "appliesTo": "Backfilling material (note only)"
    }
  ],
  "notes": [
    "5. GRADE OF CONCRETE FOR VAR... FOLLOWS:— (right-hand text cut off)",
    "• PSC PRECAST GIRDER ————— (value cut off)",
    "• R.C.C. CAST IN SITU DECK... (value cut off)",
    "• R.C.C. END CROSS GIRDER —— (value cut off)",
    "• R.C.C. INTERMEDIATE CROSS G... (value cut off)",
    "• BEARING PEDESTAL ——————— (value cut off)",
    "• CRASH BARRIER ——————————— (value cut off)",
    "• APPROACH SLAB ————————— (value cut off)",
    "• LEVELLING COURSE ————————— (value cut off)",
    "• DIRT WALL & SLAB ————————— (value cut off)",
    "• ABUTMENT & PIER ————————— (value cut off)",
    "• PILE FOUNDATION ————————— (value cut off)",
    "6. CLEAR COVER TO ANY REINFORCEMEN... FOUNDATION..................................... SUBSTRUCTURE  ABUTMENT & ABUT... PIER & PIER CAP... SUPERSTRUCTURE.................................. (values cut off)",
    "7. ALL REINFORCING STEEL SHOU... BARS OF GRADE—Fe 550D,  C... (text cut off)",
    "8. STRIP SEAL TYE OF EXPANSION... SPECIFICATION. (text cut off, 'TYE' as printed)",
    "9. BITUMINOUS CONCRETE 50MM ... (text cut off)",
    "10. FRL, CAMBER / SUPER ELEVAT... LATEST PLAN & PROFILE DRAW... (text cut off)",
    "11. DRAINAGE SPOUT SHALL BE PR... SPECIFICATION. (text cut off)",
    "12. BACK FILLING MATERIAL BEHIND... APPENDIX 6 OF IRC 78:2014 ... THE SUPERSTRUCTURE. (text cut off)",
    "13. THE STRUCTURE IS LOCATED I... 'SEVERE' EXPOSURE CONDITION... (text cut off)",
    "14. DIMENSION OF STRUCTURES ARE TE... (text cut off)",
    "15. THE SELECTED EARTH FILL US... SHALL HAVE THE FOLLOWING P... (text cut off)",
    "16. THE PIERCAP TOP LEVEL HAS ... & PEDESTAL. IN CASE THE BE... (text cut off at sheet edge)"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE  1:25)",
    "CHAMFER 25X25"
  ],
  "description": "This crop contains a single cross section titled 'SECTION AT PIER LOCATION' at scale 1:25, showing a rectangular pier shaft 1500 wide by 1000 deep with 25x25 chamfers at the corners (no reinforcement shown). To the right is a partially cropped general-notes block (notes 5 to 16) covering concrete grades for the various bridge components, clear cover requirements, reinforcement grade Fe 550D, strip seal expansion joints, 50mm bituminous concrete, FRL/camber, drainage spouts, backfill per IRC 78:2014, severe exposure and pier cap top level. All right-hand note values and clause endings are cut off at the crop edge and are therefore only partially readable; units for the section dimensions are not printed (presumed mm per note 9 usage but not stated in the section)."
}

{
  "view": "Cross Section",
  "objects": [
    {
      "name": "Pier / column section (concrete member cross section at pier location)",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Outline only; no reinforcement or hatching shown in this crop. Material not stated on the crop."
    },
    {
      "name": "Corner chamfer",
      "tag": "",
      "shape": "45-degree chamfer",
      "material": "",
      "count": 4,
      "note": "Called out once as CHAMFER 25X25 at the top-left corner; all four corners are drawn chamfered."
    }
  ],
  "measurements": [
    {
      "label": "Overall width",
      "value": "1500",
      "unit": "",
      "appliesTo": "Pier section at pier location"
    },
    {
      "label": "Overall depth / height",
      "value": "1000",
      "unit": "",
      "appliesTo": "Pier section at pier location"
    },
    {
      "label": "Chamfer leg (horizontal)",
      "value": "25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Chamfer leg (vertical)",
      "value": "25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Chamfer callout",
      "value": "25X25",
      "unit": "",
      "appliesTo": "Corner chamfer"
    },
    {
      "label": "Scale",
      "value": "1:25",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "CHAMFER 25X25"
  ],
  "labels": [
    "SECTION AT PIER LOCATION",
    "(SCALE 1:25)"
  ],
  "description": "This crop is a single cross section titled 'SECTION AT PIER LOCATION' at scale 1:25, showing a rectangular concrete member 1500 wide by 1000 deep with 25x25 chamfers at the corners. Only the outer profile and its dimensions are shown — no reinforcement, material specification, or unit notation appears within the crop, so units (presumably mm given the 1:25 scale) are not printed. It documents the sectional geometry of the member at the pier, suitable for concrete volume and formwork take-off once length and material are obtained from other sheets."
}