Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Median Wall

2 pages · 3 crops · ×3 · ancillary

Matched toBridge Medianbridge.superstructure.deck_system.mediancheckon “Median Wall”

3 not established
The class asks forValueHowFrom
LengthLwants m/mmnot establishedThe drawings identify the item as MEDIAN WALL PCC M15 / CANTILEVER MEDIAN WALL PCC MW A2, but give no dimension explicitly assigned to its length. The proposed span of 2X40M applies to the bridge, not expressly to the median wall, so it cannot be used as the wall length.not found
WidthWwants m/mmnot establishedThe 2900 dimension is explicitly assigned to the Median, not to the cantilever median wall itself. The 20mm dimension is explicitly a central median-wall joint gap, not the wall width. No wall-width dimension is stated.not found
HeightHwants m/mmnot establishedThe abutment section identifies the cantilever median wall as PCC MW A2 but provides no vertical dimension or pair of levels that unambiguously define the wall height.not found

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

cantilever median wallPCC MW A2

Notes on the sheets that carry it

  • p1C OF EXP. JOINT
  • p1INDEPENDENT RETAINING WALL
  • p1MEDIAN WALL PCC M15
  • p1RET. TOE WALL
  • p1WING FOUNDATION LEVEL (partial)
  • p11. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • p12. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • p13. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.
  • p350mm THK. (WC)
  • p3RCC CAST IN SITU DECK SLOPE 2.5%
  • p320mm GAP FILLED WITH POLYSULPHIDE SEALANT
  • p3CANTILEVER MEDIAN WALL
  • p3READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER

Every crop it was read in — the drawing beside what the model took off it

Page 1

crop

p01_r01 key plan

page 1 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p01_r01_key_plan
Original
p01_r01 key plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "proposed structure",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 1,
      "note": "Shown as a hatched crossing in the key plan; structure type is noted as MUBR."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 40,
      "note": "Circular pile symbols are visible in two foundation groups."
    },
    {
      "name": "skewed rectangular · ×2",
      "tag": "",
      "shape": "tapered trapezoidal",
      "material": "",
      "count": 2,
      "note": "Two large skewed/tapered pile-supported foundation outlines are partially shown."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One wall is called out at each visible end of the foundation arrangement."
    },
    {
      "name": "median wall",
      "tag": "",
      "shape": "rectangular",
      "material": "PCC M15",
      "count": 1,
      "note": "Located between the two visible foundation groups."
    },
    {
      "name": "expansion joint",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "Centre line is marked \"C OF EXP. JOINT\"."
    }
  ],
  "measurements": [
    {
      "label": "Proposed chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "proposed structure"
    },
    {
      "label": "Proposed span",
      "value": "2x40m",
      "unit": "",
      "appliesTo": "proposed structure"
    },
    {
      "label": "Skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "proposed structure"
    },
    {
      "label": "Chainage",
      "value": "64+400",
      "unit": "",
      "appliesTo": "RET. TOE WALL"
    },
    {
      "label": "Chainage",
      "value": "64+500",
      "unit": "",
      "appliesTo": "RET. TOE WALL"
    },
    {
      "label": "Dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation layout"
    },
    {
      "label": "Pile spacing dimension",
      "value": "3750",
      "unit": "",
      "appliesTo": "pile layout"
    },
    {
      "label": "Overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation layout"
    },
    {
      "label": "Scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "KEY PLAN"
    }
  ],
  "notes": [
    "C OF EXP. JOINT",
    "INDEPENDENT RETAINING WALL",
    "MEDIAN WALL PCC M15",
    "RET. TOE WALL",
    "WING FOUNDATION LEVEL (partial)"
  ],
  "labels": [
    "KEY PLAN",
    "PROPOSED CH: 64+412",
    "STRUCTURE TYPE MUBR",
    "PROPOSED SPAN 2x40m",
    "SKEW 30°",
    "PROPOSAL New Construction",
    "TO DEWAS",
    "TO KHANDWA",
    "ROW",
    "Shipra River",
    "Earthen Drain",
    "Agriculture land",
    "N",
    "E",
    "S",
    "W"
  ],
  "description": "This crop contains a key plan for a proposed skewed MUBR crossing at proposed chainage 64+412, together with a partial pile-supported foundation layout. The foundation layout shows two tapered pile groups, independent retaining walls at the outer ends, a median wall in PCC M15, and an expansion-joint centreline reference."
}

p01_r01 key planPlan

  • median wall×1rectangularPCC M15Located between the two visible foundation groups.

64+412 Proposed chainage2x40m Proposed span30° Skew64+400 Chainage64+500 Chainage775 Dimension3750 Pile spacing dimension16550 Overall dimension+1 more

crop

p01_r02 details of hydraulic data

page 1 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p01_r02_details_of_hydraulic_data
Original
p01_r02 details of hydraulic data
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck/carriageway",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Two parallel carriageway decks are shown in the half plan at deck level."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "reinforced cement concrete",
      "count": 4,
      "note": "Shown along the outer edges and beside the median; callout reads RCC CRASH BARRIER."
    },
    {
      "name": "Footpath",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Footpaths are indicated at the outside edges of the two carriageways."
    },
    {
      "name": "Abutment",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Located at the two ends adjacent to the expansion-joint callouts."
    },
    {
      "name": "Pier",
      "tag": "P1",
      "shape": "linear",
      "material": "",
      "count": 1,
      "note": "A central support line is tagged P1."
    },
    {
      "name": "Median wall",
      "tag": "",
      "shape": "linear",
      "material": "PCC M15",
      "count": 1,
      "note": "Callout reads MEDIAN WALL PCC M15."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "One is shown at each end of the foundation-level half plan."
    },
    {
      "name": "Borehole location",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": null,
      "note": "Circular symbols are shown in the foundation-level half plan; the legend identifies the symbol as BOREHOLE LOCATION."
    }
  ],
  "measurements": [
    {
      "label": "Right-of-way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "Right-of-way width",
      "value": "40000",
      "unit": "",
      "appliesTo": "Each side of ROW"
    },
    {
      "label": "Carriageway width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Each carriageway"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Carriageway"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": "Median"
    },
    {
      "label": "Footpath dimensions",
      "value": "450",
      "unit": "",
      "appliesTo": "Footpath"
    },
    {
      "label": "Footpath dimensions",
      "value": "100",
      "unit": "",
      "appliesTo": "Footpath"
    },
    {
      "label": "Footpath dimensions",
      "value": "150",
      "unit": "",
      "appliesTo": "Footpath"
    },
    {
      "label": "Lane/segment width",
      "value": "3500",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "RCC crash barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC CRASH BARRIER (TYP.)"
    },
    {
      "label": "Skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "Bridge"
    },
    {
      "label": "Dimension",
      "value": "1275",
      "unit": "",
      "appliesTo": "Deck/foundation plan"
    },
    {
      "label": "Dimension",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation plan"
    },
    {
      "label": "Dimension",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation plan"
    },
    {
      "label": "Square alignment length",
      "value": "40000(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Skew alignment length",
      "value": "46189(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Square alignment length",
      "value": "37761(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Skew alignment length",
      "value": "43603(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Square alignment length",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Skew alignment length",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Key-plan chainage",
      "value": "64+412",
      "unit": "",
      "appliesTo": "PROPOSED CH."
    },
    {
      "label": "Proposed span",
      "value": "2X40M",
      "unit": "",
      "appliesTo": "PROPOSED SPAN"
    },
    {
      "label": "Key-plan skew",
      "value": "30°",
      "unit": "",
      "appliesTo": "SKEW"
    },
    {
      "label": "Key plan scale",
      "value": "1:2000",
      "unit": "",
      "appliesTo": "KEY PLAN"
    },
    {
      "label": "Plan scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "HALF PLAN SHOWING DECK LEVEL / HALF PLAN SHOWING FOUNDATION LEVEL"
    },
    {
      "label": "Minimum discharge for 100 year return period",
      "value": "2472.52",
      "unit": "m³/S",
      "appliesTo": "DETAILS OF HYDRAULIC DATA"
    },
    {
      "label": "Free board",
      "value": "1.20",
      "unit": "m.",
      "appliesTo": "DETAILS OF HYDRAULIC DATA"
    },
    {
      "label": "Velocity",
      "value": "1.31",
      "unit": "m/s",
      "appliesTo": "DETAILS OF HYDRAULIC DATA"
    },
    {
      "label": "HFL",
      "value": "513.76",
      "unit": "m.",
      "appliesTo": "DETAILS OF HYDRAULIC DATA"
    },
    {
      "label": "Lowest bed level",
      "value": "503.75",
      "unit": "m.",
      "appliesTo": "DETAILS OF HYDRAULIC DATA"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS."
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "TO PIKARADIYA",
    "C/L OF EXP. JOINT",
    "C/L OF MEDIAN",
    "C/L OF APPROACH SLAB",
    "RIGHT SIDE",
    "LEFT SIDE",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "KEY PLAN",
    "PROPOSED CH: 64+412",
    "PROPOSED TYPE: MAJOR",
    "PROPOSED SPAN: 2X40M",
    "SKEW: 30°",
    "PROPOSAL: New Construction",
    "RET/ TOE WALL",
    "LEGEND :",
    "BOREHOLE LOCATION",
    "RCC ----- REINFORCED CEMENT CONCRETE",
    "PCC ----- PLAIN CEMENT CONCRETE",
    "GL ----- GROUND LEVEL",
    "CL ----- CENTER LINE",
    "FDN ----- FOUNDATION",
    "LVL ----- LEVEL",
    "ABTL ----- ABUTMENT CAP TOP LEVEL",
    "PCTL ----- PIER CAP TOP LEVEL",
    "DETAILS OF HYDRAULIC DATA",
    "MIN. DISCHARGE FOR 100 YEAR RETURN PERIOD",
    "FREE BOARD",
    "VELOCITY",
    "HFL",
    "LOWEST BED LEVEL"
  ],
  "description": "The crop shows a general arrangement plan of a skew major bridge, including two carriageway deck plans and a corresponding half plan showing foundation level. It also includes a key plan, legend, hydraulic-data table, retaining-wall indications, and general drawing notes."
}

p01_r02 details of hydraulic dataPlan

  • Median wall×1linearPCC M15Callout reads MEDIAN WALL PCC M15.

80000 Right-of-way width40000 Right-of-way width16550 Carriageway width13500 Carriageway width2900 Median width450 Footpath dimensions100 Footpath dimensions150 Footpath dimensions+22 more

Page 3

crop

p03_r02 section at abutment location at a1 a2

page 3 · structural_drawings_pkg_1_cede2c5e58c24d1b92ee5a813c5fab4c_p03_r02_section_at_abutment_location_at_a1_a2
Original
p03_r02 section at abutment location at a1 a2
{
  "view": "Section",
  "objects": [
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "profiled barrier",
      "material": "RCC",
      "count": 4,
      "note": "Labeled RCC CRASH BARRIER at the outside edges of the roadway sections."
    },
    {
      "name": "footpath",
      "tag": "",
      "shape": "rectangular strip",
      "material": "",
      "count": 4,
      "note": "Shown adjacent to the outside crash barriers."
    },
    {
      "name": "Deck is called out as RCC CAST IN SITU DECK with 2.5% slope; the adjacent 50mm THK. (WC) callout applies to the wearing course.",
      "tag": "",
      "shape": "sloping slab",
      "material": "RCC cast in situ",
      "count": 4,
      "note": "Deck is called out with 2.5% slope and 50mm THK. (WC)."
    },
    {
      "name": "abutment",
      "tag": "A1 / A2",
      "shape": "rectangular wall and cap",
      "material": "",
      "count": 2,
      "note": "Upper section shows the abutment locations at A1 and A2."
    },
    {
      "name": "cantilever median wall",
      "tag": "PCC MW A2",
      "shape": "rectangular wall",
      "material": "PCC",
      "count": 1,
      "note": "Located at the central median in the abutment section."
    },
    {
      "name": "pile cap",
      "tag": "PCBL A1 / A2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the A1 and A2 abutments."
    },
    {
      "name": "pile",
      "tag": "A1 / A2",
      "shape": "vertical",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each abutment pile cap."
    },
    {
      "name": "pier cap",
      "tag": "P1",
      "shape": "rectangular tapered top",
      "material": "",
      "count": 2,
      "note": "Shown in the lower pier-location section."
    },
    {
      "name": "pier column",
      "tag": "P1",
      "shape": "rectangular vertical",
      "material": "",
      "count": 4,
      "note": "Two columns are visible at each pier location."
    },
    {
      "name": "pile cap",
      "tag": "PCBL P1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown below the P1 pier columns."
    },
    {
      "name": "pile",
      "tag": "P1",
      "shape": "vertical",
      "material": "",
      "count": 10,
      "note": "Five piles are visible below each P1 pile cap."
    },
    {
      "name": "approach embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 2,
      "note": "Shown only in the upper abutment section, with rock-protection pattern at the toes."
    }
  ],
  "measurements": [
    {
      "label": "right of way width",
      "value": "80000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "right of way half-width",
      "value": "40000",
      "unit": "",
      "appliesTo": "ROW"
    },
    {
      "label": "centreline of proposed road",
      "value": "29000",
      "unit": "",
      "appliesTo": "C OF PROPOSED ROAD"
    },
    {
      "label": "section width",
      "value": "16550",
      "unit": "",
      "appliesTo": "A1/A2 and P1 roadway-side sections"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "CARRIAGEWAY"
    },
    {
      "label": "edge width",
      "value": "450",
      "unit": "",
      "appliesTo": "roadway edge strips"
    },
    {
      "label": "footpath width",
      "value": "1500",
      "unit": "",
      "appliesTo": "FOOTPATH"
    },
    {
      "label": "offset",
      "value": "100",
      "unit": "",
      "appliesTo": "roadway/footpath dimensions"
    },
    {
      "label": "wearing course thickness",
      "value": "50mm",
      "unit": "",
      "appliesTo": "WC"
    },
    {
      "label": "deck slope",
      "value": "2.5%",
      "unit": "",
      "appliesTo": "RCC CAST IN SITU DECK"
    },
    {
      "label": "support spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "deck support layout in abutment section"
    },
    {
      "label": "abutment end segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "A1/A2 abutment section"
    },
    {
      "label": "abutment support spacing",
      "value": "3500",
      "unit": "",
      "appliesTo": "A1/A2 abutment section"
    },
    {
      "label": "abutment reinforcement spacing",
      "value": "1000 — dimension shown within the A1/A2 abutment wall area",
      "unit": "",
      "appliesTo": "A1/A2 abutment wall"
    },
    {
      "label": "joint gap",
      "value": "20mm",
      "unit": "",
      "appliesTo": "central median wall joint"
    },
    {
      "label": "abutment pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "A1/A2 pile layout"
    },
    {
      "label": "abutment pile end spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "A1/A2 pile layout"
    },
    {
      "label": "pier end segment",
      "value": "1275",
      "unit": "",
      "appliesTo": "P1 pier cap, marked (SQ)"
    },
    {
      "label": "pier cap segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "P1 pier cap, marked (SQ)"
    },
    {
      "label": "pier column spacing",
      "value": "4500",
      "unit": "",
      "appliesTo": "P1 pier section"
    },
    {
      "label": "pier offset",
      "value": "1000",
      "unit": "",
      "appliesTo": "P1 pier section"
    },
    {
      "label": "pier pile spacing",
      "value": "3000",
      "unit": "",
      "appliesTo": "P1 pile layout"
    },
    {
      "label": "pier pile end spacing",
      "value": "775",
      "unit": "",
      "appliesTo": "P1 pile layout"
    },
    {
      "label": "ACTL A1 L/S",
      "value": "514.674",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "ACTL A2 L/S",
      "value": "516.136",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "ACTL A1 R/S",
      "value": "514.839",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "ACTL A2 R/S",
      "value": "516.318",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCTL A1 L/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCTL A2 L/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCBL A1 L/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCBL A2 L/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 L/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 piles"
    },
    {
      "label": "PILE TIP LVL. A2 L/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 piles"
    },
    {
      "label": "PCTL A1 R/S",
      "value": "508.655",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "511.391",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PCBL A1 R/S",
      "value": "506.855",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "PCBL A2 R/S",
      "value": "509.591",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "PILE TIP LVL. A1 R/S",
      "value": "481.905",
      "unit": "",
      "appliesTo": "A1 piles"
    },
    {
      "label": "PILE TIP LVL. A2 R/S",
      "value": "484.641",
      "unit": "",
      "appliesTo": "A2 piles"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "515.384",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL A2 R/S",
      "value": "515.567",
      "unit": "",
      "appliesTo": "lower right pier-location section"
    },
    {
      "label": "PCTL P1 L/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCTL P1 R/S",
      "value": "503.316",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 L/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PCBL P1 R/S",
      "value": "501.516",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "PILE TIP LVL. P1 L/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "label": "PILE TIP LVL. P1 R/S",
      "value": "476.566",
      "unit": "",
      "appliesTo": "P1 piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT ABUTMENT LOCATION AT A1 & A2"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION AT PIER LOCATION"
    }
  ],
  "notes": [
    "50mm THK. (WC)",
    "RCC CAST IN SITU DECK SLOPE 2.5%",
    "20mm GAP FILLED WITH POLYSULPHIDE SEALANT",
    "CANTILEVER MEDIAN WALL",
    "READ THIS DRAWING IN CONJUNCTION WITH OTHER SHEETS OF THE SAME DRAWING NUMBER"
  ],
  "labels": [
    "C OF PROPOSED ROAD",
    "C OF LHS (CARRIAGEWAY)",
    "C OF RHS (CARRIAGEWAY)",
    "FRL",
    "ROW",
    "R/W",
    "SECTION AT ABUTMENT LOCATION AT A1 & A2",
    "SECTION AT PIER LOCATION",
    "NOTES:"
  ],
  "description": "This crop contains two transverse bridge sections. The upper drawing documents the A1 and A2 abutment arrangement, including roadway decks, central median wall, abutment pile caps and piles; the lower drawing documents the P1 pier arrangement with pier caps, columns, pile caps and piles. Elevation callouts are provided for the A1, A2 and P1 structural levels and pile tips."
}

p03_r02 section at abutment location at a1 a2Section

  • cantilever median wallPCC MW A2×1rectangular wallPCCLocated at the central median in the abutment section.

80000 right of way width40000 right of way half-width29000 centreline of proposed road16550 section width13500 carriageway width450 edge width1500 footpath width100 offset+41 more