Steel H-pile

{
  "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": "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": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in note; no pile type, size, or quantity shown."
    }
  ],
  "measurements": [
    {
      "label": "Prior submission period",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "WEAP results provided to the Geotechnical Bureau"
    }
  ],
  "notes": [
    "WAVE EQUATION - PERFORM WAVE EQUATION ANALYSIS (WEAP) IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATION. PROVIDE RESULTS OF THE WEAP TO THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL-SUBMITTALS@DOT.GA.GOV FOR REVIEW AND APPROVAL TWO WEEKS PRIOR TO DRIVING PILES."
  ],
  "labels": [],
  "description": "This crop is a construction note requiring Wave Equation Analysis (WEAP) in accordance with the cited Georgia DOT specification subsection. It requires submission of WEAP results to the Georgia DOT Geotechnical Bureau for review and approval two weeks before pile driving."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Steel H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Grade 50 specified; piling in place and load test pay items are listed."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "circular bar",
      "material": "",
      "count": null,
      "note": "Formed 3 in. diameter holes and 12 in. deep holes are noted."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At abutment."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pile driving, fill settlement, and protective coating notes are shown."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "May be used in lieu of concrete diaphragms."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "rectangular slab",
      "material": "",
      "count": null,
      "note": "Standard plan modification note shown."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Shown between approach slab and back face paving rest/end post."
    },
    {
      "name": "Grooved concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Groove entire bridge length transversely."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Zinc-coated, 6 ft, 9 ga."
    },
    {
      "name": "Concrete barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "",
      "shape": "prestressed concrete beam",
      "material": "PSC",
      "count": null,
      "note": "Bridge No. 1."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "",
      "shape": "prestressed concrete beam",
      "material": "PSC",
      "count": null,
      "note": "Bridge No. 1."
    },
    {
      "name": "Bar reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Superstructure concrete",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Class D; separate lump-sum items for Bridge No. 1 left and right."
    },
    {
      "name": "Superstructure reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "reinforcing steel",
      "count": null,
      "note": "Separate lump-sum items for Bridge No. 1 left and right."
    },
    {
      "name": "Foundation backfill material, Type II",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in summary of quantities."
    },
    {
      "name": "Bridge excavation, grade separation",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed in summary of quantities."
    }
  ],
  "measurements": [
    {
      "label": "Steel H-piles grade",
      "value": "50",
      "unit": "",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Smooth dowel bar hole diameter",
      "value": "3”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Smooth dowel bar hole depth",
      "value": "12”",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze duration",
      "value": "24",
      "unit": "HOURS",
      "appliesTo": "Piles"
    },
    {
      "label": "Future paving allowance",
      "value": "30",
      "unit": "LBS PER SQ FT",
      "appliesTo": "Future paving allowance"
    },
    {
      "label": "Superstructure concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Superstructure concrete"
    },
    {
      "label": "Barrier concrete strength",
      "value": "4,000",
      "unit": "PSI",
      "appliesTo": "Barrier concrete"
    },
    {
      "label": "PSC beam allowable tension",
      "value": "SEE BEAM SHEETS",
      "unit": "",
      "appliesTo": "PSC beam"
    },
    {
      "label": "Substructure concrete strength",
      "value": "3,500",
      "unit": "PSI",
      "appliesTo": "Substructure concrete"
    },
    {
      "label": "Reinforcement steel strength",
      "value": "60,000",
      "unit": "PSI",
      "appliesTo": "Reinforcement steel"
    },
    {
      "label": "Pretensioning strands strength",
      "value": "270,000",
      "unit": "PSI",
      "appliesTo": "Pretensioning strands"
    },
    {
      "label": "Steel H-piles strength",
      "value": "50,000",
      "unit": "PSI",
      "appliesTo": "Steel H-piles"
    },
    {
      "label": "Expansion joint width",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Bent 1 paving rest/end post dimension",
      "value": "1 3/8”",
      "unit": "",
      "appliesTo": "Bent 1"
    },
    {
      "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": "20 FT",
      "unit": "",
      "appliesTo": "End bent piling"
    },
    {
      "label": "Special protective coating extent below ground",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Intermediate bent piling"
    },
    {
      "label": "Foundation backfill material, Type II—left bridge quantity",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Pay item 207-0203"
    },
    {
      "label": "Foundation backfill material, Type II—right bridge quantity",
      "value": "35",
      "unit": "CY",
      "appliesTo": "Pay item 207-0203"
    },
    {
      "label": "Bridge excavation, grade separation—left bridge quantity",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Pay item 211-0200"
    },
    {
      "label": "Bridge excavation, grade separation—right bridge quantity",
      "value": "295",
      "unit": "CY",
      "appliesTo": "Pay item 211-0200"
    },
    {
      "label": "Grooved concrete—left bridge quantity",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Pay item 500-0100"
    },
    {
      "label": "Grooved concrete—right bridge quantity",
      "value": "811",
      "unit": "SY",
      "appliesTo": "Pay item 500-0100"
    },
    {
      "label": "Superstructure concrete, Class D, Bridge No. 1 left",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 500-1011"
    },
    {
      "label": "Superstructure concrete, Class D, Bridge No. 1 right",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 500-1011"
    },
    {
      "label": "Concrete barrier—left bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 500-2100"
    },
    {
      "label": "Concrete barrier—right bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 500-2100"
    },
    {
      "label": "Class AA concrete—left bridge quantity",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Pay item 500-3002"
    },
    {
      "label": "Class AA concrete—right bridge quantity",
      "value": "221",
      "unit": "CY",
      "appliesTo": "Pay item 500-3002"
    },
    {
      "label": "PSC beams, AASHTO Type II, Bridge No. 1—left bridge quantity",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Pay item 507-9002"
    },
    {
      "label": "PSC beams, AASHTO Type II, Bridge No. 1—right bridge quantity",
      "value": "644",
      "unit": "LF",
      "appliesTo": "Pay item 507-9002"
    },
    {
      "label": "PSC beams, AASHTO Type III, Bridge No. 1—left bridge quantity",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Pay item 507-9003"
    },
    {
      "label": "PSC beams, AASHTO Type III, Bridge No. 1—right bridge quantity",
      "value": "486",
      "unit": "LF",
      "appliesTo": "Pay item 507-9003"
    },
    {
      "label": "Bar reinforcing steel—left bridge quantity",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "Pay item 511-1000"
    },
    {
      "label": "Bar reinforcing steel—right bridge quantity",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "Pay item 511-1000"
    },
    {
      "label": "Superstructure reinforcing steel, Bridge No. 1 left",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 511-3000"
    },
    {
      "label": "Superstructure reinforcing steel, Bridge No. 1 right",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "Pay item 511-3000"
    },
    {
      "label": "Piling in place, steel H, HP—left bridge quantity",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "Pay item 520-1125"
    },
    {
      "label": "Piling in place, steel H, HP—right bridge quantity",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "Pay item 520-1125"
    },
    {
      "label": "Load test, steel H, HP 12 X 53—left bridge quantity",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Pay item 520-4125"
    },
    {
      "label": "Load test, steel H, HP 12 X 53—right bridge quantity",
      "value": "1",
      "unit": "EA",
      "appliesTo": "Pay item 520-4125"
    },
    {
      "label": "Dynamic pile test—left bridge quantity",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Pay item 523-1100"
    },
    {
      "label": "Dynamic pile test—right bridge quantity",
      "value": "2",
      "unit": "EA",
      "appliesTo": "Pay item 523-1100"
    },
    {
      "label": "Chain link fence—left bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 643-1152"
    },
    {
      "label": "Chain link fence—right bridge quantity",
      "value": "378",
      "unit": "LF",
      "appliesTo": "Pay item 643-1152"
    }
  ],
  "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 FOR 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 USED 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 I 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 60 PER SECTION 50 OR GREATER STEEL. 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-SUPERSTR 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.I.9.C. OF THE GEORGIA DOT SPECIFICATIONS. PROVIDE GROOVING BEFORE PLACING TRAFFIC ON DECK.",
    "CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”",
    "WELDING - ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS THAT HAVE IN THEIR POSSESSION CURRENT WELDING CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING. USE ONLY E701X (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 20 FT 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 PILE 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",
    "AASHTO LRFD 9TH EDITION, 2020",
    "(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)",
    "DESIGN VEHICLE LIVE LOAD",
    "HL-93",
    "CONCRETE: SUPERSTRUCTURE",
    "BARRIER",
    "PSC BEAMS",
    "PSC BEAM ALLOWABLE TENSION",
    "SUBSTRUCTURE",
    "REINFORCEMENT STEEL",
    "PRETENSIONING STRANDS",
    "STEEL H-PILES",
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM",
    "FOUND BKFILL MATL, TP II",
    "BRIDGE EXCAVATION, GRADE SEPARATION",
    "GROOVED CONCRETE",
    "SUPERSTR CONCRETE, CL D, BR NO - 1 LT (249)",
    "SUPERSTR CONCRETE, CL D, BR NO - 1 RT (249)",
    "CONCRETE BARRIER",
    "CLASS AA CONCRETE",
    "PSC BEAMS, AASHTO TYPE II, BR NO - 1",
    "PSC BEAMS, AASHTO TYPE III, BR NO - 1",
    "BAR REINF STEEL",
    "SUPERSTR REINF STEEL, BR NO - 1 LT (69762)",
    "SUPERSTR REINF STEEL, BR NO - 1 RT (69762)",
    "PILING IN PLACE, STEEL H, HP",
    "LOAD TEST, STEEL H, HP 12 X 53 (IF REQD)",
    "DYNAMIC PILE TEST",
    "CH LK FENCE, ZC COAT, 6 FT, 9 GA",
    "BRIDGE NO. 1 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 region containing design data, continued construction notes, and a summary-of-quantities table for Bridge No. 1 left and right. It documents pile, diaphragm, approach-slab, grooving, fence, welding, protective-coating, and shop-drawing requirements, together with listed bid quantities."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO Type II PSC beam span",
      "tag": "",
      "shape": "",
      "material": "PSC",
      "count": 2,
      "note": "55'-0\" spans; special design."
    },
    {
      "name": "AASHTO Type III PSC beam span",
      "tag": "",
      "shape": "",
      "material": "PSC",
      "count": 1,
      "note": "82'-0\" span; special design."
    },
    {
      "name": "steel H-pile end bent",
      "tag": "",
      "shape": "H-section pile",
      "material": "steel",
      "count": 2,
      "note": "With MSE wall abutments; special design."
    },
    {
      "name": "MSE wall abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Associated with steel H-pile end bents; special design."
    },
    {
      "name": "intermediate bent",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": 2,
      "note": "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": "wire",
      "count": null,
      "note": "Referenced to GA. STD. 9031N (8-13-85)."
    }
  ],
  "measurements": [
    {
      "label": "PSC beam span",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "AASHTO Type II PSC beam spans"
    },
    {
      "label": "PSC beam span",
      "value": "82'-0\"",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "1",
      "unit": "",
      "appliesTo": "AASHTO Type III PSC beam span"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "steel H pile end bents with MSE wall abutments"
    },
    {
      "label": "Quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "concrete intermediate bents"
    },
    {
      "label": "Quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "L",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "W",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "H",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "L",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "W",
      "value": "1'-1\"",
      "unit": "",
      "appliesTo": "end post and guardrail attachment detail"
    },
    {
      "label": "H",
      "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 bridge composition notes block headed “EACH BRIDGE CONSISTS OF.” It lists span types and quantities, end and intermediate bent requirements, guardrail end-post detail dimensions, and references to Georgia standard details for bar bending, fence, and typical bridge-end fill."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dynamic pile testing specified."
    },
    {
      "name": "bent",
      "tag": "BRIDGE LEFT BENT 1 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    },
    {
      "name": "bent",
      "tag": "BRIDGE LEFT BENT 3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    },
    {
      "name": "bent",
      "tag": "BRIDGE RIGHT BENT 2 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    },
    {
      "name": "bent",
      "tag": "BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Dynamic pile testing required."
    }
  ],
  "measurements": [],
  "notes": [
    "DRIVING RESISTANCE - DETERMINE DRIVING RESISTANCE FOR PILES USING DYNAMIC PILE TESTING IN ACCORDANCE WITH SUB-SECTION 520.3.05.D.2 OF THE GEORGIA DOT SPECIFICATIONS. DYNAMIC PILE TESTING SHALL BE REQUIRED AT BRIDGE LEFT BENT 1 RIGHT, BRIDGE LEFT BENT 3 LEFT, BRIDGE RIGHT BENT 2 RIGHT AND BRIDGE RIGHT BENT 4 RIGHT."
  ],
  "labels": [],
  "description": "This crop contains a driving-resistance note for piles. It requires dynamic pile testing at four identified bridge bent locations."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "long rectangular member with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Continuous member shown supported on piles."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile centerlines/support locations are visible beneath the pile cap."
    },
    {
      "name": "end wall",
      "tag": "",
      "shape": "rectangular vertical",
      "material": "",
      "count": 2,
      "note": "Vertical end members are shown at the left and right ends of the cap."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#10",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out over each pile."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#12",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#10",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Lower longitudinal bar callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15A",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "TYP."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15B",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Left-end callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "2-#15C",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Right-end callout."
    },
    {
      "name": "reinforcement bar group",
      "tag": "4-#11",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces at both end regions."
    },
    {
      "name": "reinforcement bar group",
      "tag": "7-#11",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Called out at equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end wall"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Pile reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "pile cap end regions"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "typical pile-cap bay"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "End spacing",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end of pile cap to first pile"
    },
    {
      "label": "Pile spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "End spacing",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "last pile to right end of pile cap"
    },
    {
      "label": "Overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION (partial)"
  ],
  "description": "This crop shows an elevation of a long pile cap or similar continuous horizontal support member, with six visible piles beneath it and vertical end members at both ends. It documents pile spacing, overall cap length, elevation callouts, section references A and B, and reinforcing-bar callouts."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap",
      "tag": "",
      "shape": "long rectangular, stepped/sloped top",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous member shown spanning between pile locations."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Six pile locations are visible beneath the pile cap."
    },
    {
      "name": "end vertical concrete elements",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "Unlabeled vertical elements rise above the pile cap at each end."
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#10",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#12",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15A",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": 2,
      "note": "Typical."
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15B",
      "shape": "bent",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "2-#15C",
      "shape": "bent",
      "material": "reinforcement steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bars",
      "tag": "4-#11",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "At equal spaces at each end."
    },
    {
      "name": "reinforcement bars",
      "tag": "7-#11",
      "shape": "straight",
      "material": "reinforcement steel",
      "count": null,
      "note": "At equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": "right end vertical concrete element"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of pile cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of pile cap"
    },
    {
      "label": "Pile reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile cap reinforcement"
    },
    {
      "label": "Length",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Bay length",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap bays"
    },
    {
      "label": "Length",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "Overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "pile cap"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "4-#11 AT EQ. SPACES",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION (partial)"
  ],
  "description": "This crop is an elevation of a continuous reinforced-concrete pile cap supported on six visible piles. It shows pile-cap reinforcement callouts, end vertical concrete elements, pile spacing and bay dimensions, and top and bottom elevation callouts."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "HP 12 X 53",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "All piles shall be steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R piles"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving criteria note block. It specifies steel H-pile section HP 12 X 53, maximum factored axial load, required driving resistance, and minimum tip elevations at Bent 1L and Bent 1R."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile cap / continuous cap beam",
      "tag": "",
      "shape": "long continuous member with sloping top and bottom faces",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Supported on visible piles; reinforcing-bar callouts are shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 6,
      "note": "Vertical piles are visible below the cap beam."
    },
    {
      "name": "end upstand",
      "tag": "",
      "shape": "rectangular vertical upstand",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One at each end of the cap beam."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15B",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "#11",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#10",
      "shape": "linear",
      "material": "",
      "count": 4,
      "note": "Over each pile."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#12",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#11",
      "shape": "linear",
      "material": "",
      "count": 7,
      "note": "At equal spaces, typical each bay."
    },
    {
      "name": "reinforcement bar set",
      "tag": "#15C",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 189.16",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.23",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.52",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.39",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.10",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.75",
      "unit": "",
      "appliesTo": "left end of cap beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.98",
      "unit": "",
      "appliesTo": "right end of cap beam"
    },
    {
      "label": "Pile-to-face offset",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Typical pile-to-face offset",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "Left end bay length",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Typical bay length",
      "value": "7′-7¹⁄₁₆″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Right end bay length",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Overall length",
      "value": "44′-1¹⁄₁₆″",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "left end of cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "each pile"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "cap beam"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "each typical bay"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "right end of cap beam"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "4-#11 AT EQ. SPACES",
    "2-#15A, TYP.",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of a continuous reinforced-concrete cap beam supported by six visible rectangular piles. It shows the sloping cap profile, raised end upstands, reinforcing-bar callouts, pile/bay spacing, overall length, and elevations along the member."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "continuous stepped wall/beam",
      "tag": "",
      "shape": "long continuous member with stepped top edge",
      "material": "",
      "count": 1,
      "note": "Supported at visible pile locations; full section and designation are not shown in this crop."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Visible pile/support locations beneath the continuous member; lower extents are not shown."
    },
    {
      "name": "end upright wall/post",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One tall upright element is visible at each end of the elevation."
    },
    {
      "name": "reinforcement bar",
      "tag": "#10",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout states 4-#10 over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "#12",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#12."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15A",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "#11",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callouts specify 7-#11 at equal spaces in each bay and 4-#11 at equal spaces at both ends."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15B",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15B."
    },
    {
      "name": "reinforcement bar",
      "tag": "#15C",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Callout: 2-#15C."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.03",
      "unit": "",
      "appliesTo": "left end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.10",
      "unit": "",
      "appliesTo": "left end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.75",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 184.96",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.13",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.30",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.47",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.62",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.00",
      "unit": "",
      "appliesTo": "right end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. EL. 189.11",
      "unit": "",
      "appliesTo": "right end upright wall/post"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.59",
      "unit": "",
      "appliesTo": "left end of continuous stepped wall/beam"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.62",
      "unit": "",
      "appliesTo": "right end of continuous stepped wall/beam"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#10",
      "unit": "",
      "appliesTo": "#10 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#12",
      "unit": "",
      "appliesTo": "#12 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15A",
      "unit": "",
      "appliesTo": "#15A reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "7-#11",
      "unit": "",
      "appliesTo": "#11 reinforcement bar"
    },
    {
      "label": "Spacing",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile/support locations"
    },
    {
      "label": "Reinforcement quantity",
      "value": "4-#11",
      "unit": "",
      "appliesTo": "#11 reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15B",
      "unit": "",
      "appliesTo": "#15B reinforcement bar"
    },
    {
      "label": "Reinforcement quantity",
      "value": "2-#15C",
      "unit": "",
      "appliesTo": "#15C reinforcement bar"
    },
    {
      "label": "Horizontal dimension",
      "value": "2′-10⅛″",
      "unit": "",
      "appliesTo": "left end bay"
    },
    {
      "label": "Horizontal bay dimension",
      "value": "7′-7 1/16″",
      "unit": "",
      "appliesTo": "interior bays"
    },
    {
      "label": "Horizontal dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "right end bay"
    },
    {
      "label": "Overall horizontal dimension",
      "value": "44′-1 1/16″",
      "unit": "",
      "appliesTo": "continuous stepped wall/beam"
    }
  ],
  "notes": [
    "4-#10 OVER EACH PILE",
    "2-#15A, TYP.",
    "7-#11 AT EQ. SPS. TYP. EA. BAY",
    "10″, TYP.",
    "4-#11 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long, stepped-top continuous member supported on six visible rectangular pile/support locations. Tall rectangular upright elements occur at both ends, and the elevation includes reinforcement callouts, pile spacing information, elevations, and an overall horizontal dimension."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled \"CAP\"."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "parallel-line vertical members",
      "material": "",
      "count": 2,
      "note": "Extend below cap; lower portions are cut off by the crop."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular vertical wall",
      "material": "",
      "count": 1,
      "note": "Shown at right; lower portion is cut off by the crop."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "CAP",
    "CON... (partial)",
    "FRONT OF WAL... (partial)",
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows a section at an end bent and wall. A capped pair of vertical pile members is shown at left, with a connecting profile extending toward a vertical wall at right; portions of the wall and pile lengths are outside the crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "139",
      "unit": "",
      "appliesTo": "BENT 1L"
    },
    {
      "label": "minimum tip elevation",
      "value": "125",
      "unit": "",
      "appliesTo": "BENT 1R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 139 AT BENT 1L AND 125 AT BENT 1R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop contains pile design and pile driving objective notes. It specifies the pile section, maximum factored axial load, required driving resistance, and minimum tip elevations for BENT 1L and BENT 1R."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Long cap shown across Columns 1 and 2; end portions continue/crop at both sides."
    },
    {
      "name": "column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column beneath cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One footing is shown under each column; Column 2 footing is shown with 11'-6\" square typical dimension."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Piles are shown beneath the footings; pile connection detail identifies H-PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "421",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "44-421 AT EQ. SPS. in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "520",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "2-520 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1122",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1122 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "8-1123 in cap."
    },
    {
      "name": "reinforcement bar",
      "tag": "620",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 620 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "621",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Multiple 621 bar callouts at stated maximum spacings."
    },
    {
      "name": "reinforcement bar",
      "tag": "521",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-521 and 25-521 bar callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "522",
      "shape": "",
      "material": "",
      "count": null,
      "note": "14-522 DBL callouts."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1121 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "1120",
      "shape": "",
      "material": "",
      "count": null,
      "note": "12-1120 SERIES."
    },
    {
      "name": "reinforcement bar",
      "tag": "420",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "12-420 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "920",
      "shape": "",
      "material": "",
      "count": 16,
      "note": "16-920 AT EQ. SPS. in footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Pile connection detail; #8 BAR, TYP."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Mechanical coupler, typical; see special provision 511."
    },
    {
      "name": "construction joint",
      "tag": "",
      "shape": "horizontal",
      "material": "",
      "count": null,
      "note": "Required construction joint at contractor's option."
    },
    {
      "name": "pile connection",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Detail shows reinforcing bars connected above an H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap reinforcement spacing",
      "value": "AT EQ. SPS.",
      "unit": "",
      "appliesTo": "421"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "BK"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "AH"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1122",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "2-520",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity",
      "value": "8-1123",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "521"
    },
    {
      "label": "bar quantity",
      "value": "12-521",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "522"
    },
    {
      "label": "bar quantity",
      "value": "14-522 DBL",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "25-521 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "9-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-620 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "7-621 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-620 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and maximum spacing",
      "value": "14-621 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "mechanical coupler"
    },
    {
      "label": "column dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "bar quantity and spacing",
      "value": "12-420 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar quantity and spacing",
      "value": "16-920 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "dimension",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "pile"
    },
    {
      "label": "angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "bar size",
      "value": "#8",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "minimum dimension",
      "value": "5\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "hole diameter",
      "value": "2\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "pile connection detail"
    },
    {
      "label": "angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "bar extension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "1121"
    },
    {
      "label": "maximum factored axial load",
      "value": "237 KIPS",
      "unit": "",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "NOTES:",
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "A",
    "B",
    "C",
    "I2-I121 SERIES",
    "I2-I120 SERIES",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)"
  ],
  "description": "This crop shows an elevation of Bent 2, left looking ahead, with a long bent cap supported by Columns 1 and 2 and their footings/piles. It includes reinforcement callouts, cap and footing dimensions/elevations, a required construction-joint note, and a pile connection detail. Portions of the bent extend beyond the left and right crop boundaries."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "tapered rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Continuous cap shown across Columns 3 and 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown supported on a footing."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 2,
      "note": "One footing is shown below each column."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Four pile extensions are visible below the two footings; two at each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 44-#21 at equal spaces, 12-#21, and 25-#21 at equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callouts include 14-#22 DBL."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "straight",
      "material": "reinforcing steel",
      "count": null,
      "note": "Callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped with flared legs",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Separate partial bar-bend detail at lower left of crop."
    }
  ],
  "measurements": [
    {
      "label": "reinforcement spacing and quantity",
      "value": "44-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap (BK)"
    },
    {
      "label": "elevation",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap (AH)"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#22",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-#20",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "reinforcement quantity",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-#23",
      "unit": "",
      "appliesTo": "#23 reinforcement"
    },
    {
      "label": "offset",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "6 SPS. AT 5\"",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "14-#22 DBL",
      "unit": "",
      "appliesTo": "#22 reinforcement"
    },
    {
      "label": "offset",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "cover/offset",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "COLUMN 4"
    },
    {
      "label": "reinforcement spacing and quantity",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "reinforcement quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21 reinforcement"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap length between indicated points",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap end length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footings"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "\"I6 FOR CAP, SECTIONS.\" (partial text at left crop edge)",
    "\"-6” INTO CAP.\" (partial text at left crop edge)",
    "\", TYP.\" (partial text at lower-left crop edge)",
    "\"ER HOLES\" (partial text at lower-left crop edge)"
  ],
  "labels": [
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. 1 LT. AND RT.",
    "S & A",
    "SASTRY & ASSOCIATES, INC.",
    "11030 JONES BRIDGE ROAD, SUITE 201",
    "ALPHARETTA, GA 30022",
    "A",
    "B"
  ],
  "description": "This crop is an elevation of Bent 2, right looking ahead, for Bridge No. 1 LT. AND RT. It shows a reinforced-concrete bent cap supported by Columns 3 and 4, each on a rectangular footing with visible pile extensions, together with cap reinforcement callouts and elevations. A partial #8 reinforcing-bar bend detail is visible at the lower left."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "ALL PILES SHALL BE STEEL H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "PILES"
    },
    {
      "label": "driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "PILES"
    },
    {
      "label": "minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving note block. It specifies steel H-pile section HP 12 X 53, the maximum factored axial load, and driving criteria for piles at Bents 2L and 2R."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Top member shown over Columns 1 and 2; right end continues into partial adjacent view."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 1",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Vertical column below cap."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Footing at Column 1 and typical footing detail at Column 2."
    },
    {
      "name": "H-pile",
      "tag": "H-PILE",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Shown beneath footings and in pile connection detail."
    },
    {
      "name": "reinforcement bar",
      "tag": "I4-620, I4-621, 9-620, 9-621, 7-620, 7-621, I2-420, I2-521, I2-522 DBL, I2-1121 SERIES, I2-1120 SERIES, I6-920, 8-I122, 8-I123, 2-520, #8 BAR",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Reinforcement callouts shown in cap, columns, footings, and pile connection detail."
    },
    {
      "name": "mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Callout at Column 1; typ."
    },
    {
      "name": "construction joint",
      "tag": "CONST. JT.",
      "shape": "horizontal joint",
      "material": "",
      "count": 1,
      "note": "Required construction joint shown at footing/cap detail."
    },
    {
      "name": "pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": 2,
      "note": "Pile connection detail shows bent bars at H-pile."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-421",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "4'-10\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap/column horizontal dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "9-621"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-620"
    },
    {
      "label": "bar spacing",
      "value": "12\"",
      "unit": "",
      "appliesTo": "7-621"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-620"
    },
    {
      "label": "bar spacing",
      "value": "6\"",
      "unit": "",
      "appliesTo": "I4-621"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "I2-521"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "I4-522 DBL"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "horizontal dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "vertical dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "column height dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "typical dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical clear cover",
      "value": "3\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "vertical dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical horizontal dimension",
      "value": "3'-6\"",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical footing size",
      "value": "11'-6\" SQUARE",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "typical pile projection/depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection bar minimum length",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "pile connection minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection hole diameter",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "pile connection horizontal dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "elevation",
      "value": "EL. 185.78 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.23 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.96 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.41 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.10 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.55 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.24 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.70 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.38 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 186.49 (BK)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.93 (AH)",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.25",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.32",
      "unit": "",
      "appliesTo": "Column 1"
    },
    {
      "label": "elevation",
      "value": "EL. 181.73",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "Column 2"
    },
    {
      "label": "elevation",
      "value": "EL. 181.93",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "elevation",
      "value": "EL. 186.42 (BK)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 185.84 (AH)",
      "unit": "",
      "appliesTo": "partial adjacent bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "partial adjacent column"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "partial adjacent column"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO.16 FOR CAP, COLUMN AND FOOTING REINFORCEMENT AND FOOTING NOTES.",
    "2. BARS 422 NOT SHOWN.",
    "3. EXTEND BARS 1121A 3'-6\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS."
  ],
  "labels": [
    "NOTES:",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 511",
    "ELEVATION",
    "(BENT 2 LEFT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "I2-1121 SERIES",
    "I2-1120 SERIES",
    "SECTION A",
    "SECTION B",
    "SECTION C"
  ],
  "description": "This crop shows the elevation for Bent 2, left looking ahead, including the bent cap, Columns 1 and 2, column reinforcement callouts, and footing/pile support details. A pile connection detail and a typical footing/required construction-joint detail are shown at the lower right; a partial adjacent elevation is visible at the far right."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular, stepped top profile",
      "material": "",
      "count": 1,
      "note": "Cap is shown spanning between Column 3 and Column 4."
    },
    {
      "name": "column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Lower portion is broken in elevation."
    },
    {
      "name": "column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Lower portion is broken in elevation."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Two pile portions are visible beneath each footing."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": 44,
      "note": "Cap reinforcement callout: 44-#21 AT EQ. SPS."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout: 8-#22."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Cap reinforcement callout: 2-#20."
    },
    {
      "name": "reinforcement bar",
      "tag": "#23",
      "shape": "",
      "material": "",
      "count": 8,
      "note": "Cap reinforcement callout: 8-#23."
    },
    {
      "name": "reinforcement bar",
      "tag": "#21",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Shown at each outer cap segment."
    },
    {
      "name": "reinforcement bar",
      "tag": "#22",
      "shape": "",
      "material": "",
      "count": 14,
      "note": "DBL callout shown at each column region."
    },
    {
      "name": "reinforcement bar",
      "tag": "#20",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "SERIES callout at Column 3."
    },
    {
      "name": "reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped bent bar",
      "material": "",
      "count": 1,
      "note": "Partial bar-bend detail is visible at lower left."
    }
  ],
  "measurements": [
    {
      "label": "cap reinforcement spacing",
      "value": "44-#21",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "cap depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum cap depth",
      "value": "MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.29",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.75",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 186.12",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.58",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.94",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.42",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.77",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.26",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (BK)",
      "value": "EL. 185.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation (AH)",
      "value": "EL. 185.03",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.84",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.68",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.61",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.13",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 181.05",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "elevation",
      "value": "EL. 180.90",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "outer cap segment length",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "center cap segment length",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bar spacing",
      "value": "7\"",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar quantity and spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar series quantity",
      "value": "12-#21",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "bar series quantity",
      "value": "12-#20",
      "unit": "",
      "appliesTo": "#20"
    },
    {
      "label": "bar spacing",
      "value": "5\"",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity and spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity",
      "value": "14-#22",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar arrangement",
      "value": "DBL",
      "unit": "",
      "appliesTo": "#22"
    },
    {
      "label": "bar quantity and equal spacing",
      "value": "25-#21 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "#21"
    },
    {
      "label": "horizontal dimension",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "horizontal dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "horizontal dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "footing elevation",
      "value": "EL. 151.00",
      "unit": "",
      "appliesTo": "footing"
    },
    {
      "label": "bar bend angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "minimum bar bend dimension",
      "value": "24\"",
      "unit": "",
      "appliesTo": "#8 BAR"
    }
  ],
  "notes": [
    "44-#21 AT EQ. SPS.",
    "11 SPS. AT 7\"",
    "12-#21 SERIES",
    "6 SPS AT 5\"",
    "14-#22 DBL",
    "25-#21 AT EQ. SPS.",
    "EL. 151.00, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION",
    "(BENT 2 RIGHT LOOKING AHEAD)",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "Atlanta",
    "PARTIAL: #8 BAR"
  ],
  "description": "This crop shows the elevation of Bent 2, right looking ahead, with a continuous bent cap supported by Columns 3 and 4. Each visible column continues down to a rectangular footing with two visible pile portions. A partial #8 bar-bend detail is visible at the lower left of the crop."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "ALL PILES SHALL BE STEEL H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "237",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "365",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "119",
      "unit": "",
      "appliesTo": "BENT 2L"
    },
    {
      "label": "minimum tip elevation",
      "value": "118",
      "unit": "",
      "appliesTo": "BENT 2R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 237 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 365 KIPS AFTER A MINIMUM TIP ELEVATION OF 119 AT BENT 2L AND 118 AT BENT 2R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving notes block. It specifies steel H-pile type, maximum factored axial load, required driving resistance, and minimum pile tip elevations for Bents 2L and 2R."
}

{
  "view": "Unclear",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT / BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Shown in plan and elevation."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1, COLUMN 2, COLUMN 3, COLUMN 4",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Centerlines are indicated."
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "EL. 151.00, TYP. is called out at footings."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": null,
      "note": "Pile connection detail is shown; pile quantities are indicated by 18-930 AT EQ. SPS. on the left bent elevation."
    },
    {
      "name": "Pile connection reinforcement",
      "tag": "#8 BAR",
      "shape": "bent bar",
      "material": "",
      "count": 2,
      "note": "Shown in pile connection detail."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "TYP.; SEE SPECIAL PROVISION."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Required construction joint is indicated at the column/footing region."
    },
    {
      "name": "Reinforcement bars",
      "tag": "431, 530, 531, 532, 630, 631, 930, 131, 131A, 132, 133",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Bar marks and spacing are shown for caps, columns, and footings."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing",
      "value": "44-431 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap reinforcing",
      "value": "8-1133",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Cap length between indicated column regions",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "End dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT / BENT 3 RIGHT"
    },
    {
      "label": "Column reinforcing",
      "value": "12-531",
      "unit": "",
      "appliesTo": "COLUMN 1 / COLUMN 2"
    },
    {
      "label": "Column reinforcing",
      "value": "12-131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Column reinforcing",
      "value": "12-1130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 2 / COLUMN 3"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\"",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing spacing",
      "value": "6 SPS AT 5\" DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column reinforcing",
      "value": "14-532",
      "unit": "",
      "appliesTo": "Columns"
    },
    {
      "label": "Column width",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column vertical dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Column top and bottom offsets",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 2"
    },
    {
      "label": "Clear cover",
      "value": "3\" CL., TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing depth",
      "value": "4'-0\" TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing plan dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing reinforcing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing pile reinforcing",
      "value": "18-930",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-631 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "9-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "7-631 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "Pile/footing connection"
    },
    {
      "label": "Pile reinforcing",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "15°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail bar angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail minimum dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "#8 BAR"
    },
    {
      "label": "Pile connection detail dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile connection detail hole size",
      "value": "2\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.47 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 182.04",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Cap underside elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT"
    },
    {
      "label": "Pile factored axial load",
      "value": "222 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING SECTIONS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "* REQUIRED CONSTRUCTION JOINT. AS CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS."
  ],
  "labels": [
    "PLAN (BENT 3 LEFT)",
    "PLAN (BENT 3 RIGHT)",
    "ELEVATION (BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION (BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "A",
    "B",
    "SECTION A-A",
    "SECTION B-B",
    "INTERMEDIATE BENT 3",
    "BRIDGE NO. 1 LT. AND RT.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "SASTRY & ASSOCIATES, INC."
  ],
  "description": "This crop is an intermediate bent detail sheet showing plan views for Bent 3 Left and Bent 3 Right, together with their elevations. It documents bent caps, Columns 1 through 4, footings, H-pile connections, reinforcing bar marks, elevations, and a pile connection detail."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving objective note block. It specifies steel H-pile designation, maximum factored axial load, required driving resistance, and minimum tip elevations at BENT 3L and BENT 3R."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "Bent cap",
      "tag": "BENT 3 LEFT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation at left."
    },
    {
      "name": "Bent cap",
      "tag": "BENT 3 RIGHT",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in plan and elevation at right."
    },
    {
      "name": "Column",
      "tag": "COLUMN 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Column",
      "tag": "COLUMN 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 4,
      "note": "EL. 151.00, TYP."
    },
    {
      "name": "H-pile",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": 8,
      "note": "Pile connection detail shown; pile quantity is based on visible footing pile symbols."
    },
    {
      "name": "Pile connection reinforcement bar",
      "tag": "#8 BAR",
      "shape": "U-shaped",
      "material": "",
      "count": null,
      "note": "Shown in PILE CONNECTION DETAIL."
    },
    {
      "name": "Mechanical coupler",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51."
    },
    {
      "name": "Construction joint",
      "tag": "",
      "shape": "horizontal joint",
      "material": "",
      "count": null,
      "note": "Construction-joint locations are indicated in the elevation."
    }
  ],
  "measurements": [
    {
      "label": "Cap reinforcing-bar spacing",
      "value": "44-43I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.24 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.98 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.43 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.14 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.60 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.30 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.75 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.46 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.91 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.58 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.03 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "8-I132",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.26",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.11",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.80",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.88",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.03",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap underside"
    },
    {
      "label": "Spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-53I",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar spacing",
      "value": "6 SPS AT 1'-5\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "25-53I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 LEFT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-I131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout",
      "value": "12-I130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Dimension",
      "value": "4\" TYP.",
      "unit": "",
      "appliesTo": "Column reinforcement"
    },
    {
      "label": "Dimension",
      "value": "4'-8\"",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "14-630 AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "14-63I AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "9-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "9-63I AT 6\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "7-630 AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout and spacing",
      "value": "7-63I AT 12\" MAX.",
      "unit": "",
      "appliesTo": "COLUMN 1"
    },
    {
      "label": "Bar callout",
      "value": "14-430 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "COLUMN 1 footing"
    },
    {
      "label": "Bar callout and spacing",
      "value": "18-930 AT EQ. SPS.",
      "unit": "",
      "appliesTo": "COLUMN 1 footing"
    },
    {
      "label": "Elevation",
      "value": "EL. 151.00, TYP.",
      "unit": "",
      "appliesTo": "Footings"
    },
    {
      "label": "Dimension",
      "value": "4'-9\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "3'-6\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "1'-0\" TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Dimension",
      "value": "13'-0\" SQUARE TYP.",
      "unit": "",
      "appliesTo": "COLUMN 2 footing"
    },
    {
      "label": "Cap reinforcing-bar spacing",
      "value": "44-43I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.60 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.04 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.49 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.94 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.35 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.79 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.20 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.65 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 186.06 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.51 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.88 (AH)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32 (BK)",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Cap depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "8-I132",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "2-530",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.90",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.83",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.41",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.34",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Elevation",
      "value": "EL. 181.20",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap underside"
    },
    {
      "label": "Spacing",
      "value": "3½\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar spacing",
      "value": "11 SPS. AT 7\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-53I",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar spacing",
      "value": "6 SPS AT 1'-5\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "14-532 DBL",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "25-53I AT EQ. SPS.",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "8\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Dimension",
      "value": "25'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 RIGHT cap"
    },
    {
      "label": "Bar callout",
      "value": "12-I131 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Bar callout",
      "value": "12-I130 SERIES",
      "unit": "",
      "appliesTo": "COLUMN 3"
    },
    {
      "label": "Dimension",
      "value": "15°",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "30°",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "24\" MIN.",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Dimension",
      "value": "5\" MIN.",
      "unit": "",
      "appliesTo": "Pile connection detail"
    },
    {
      "label": "Diameter",
      "value": "⅞\" DIAMETER HOLES",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Dimension",
      "value": "4\"",
      "unit": "",
      "appliesTo": "H-PILE"
    },
    {
      "label": "Pile axial load",
      "value": "220 KIPS",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "notes": [
    "1. SEE BRIDGE SHEET NO. 16 FOR CAP, COLUMN AND FOOTING DETAILS.",
    "2. BARS 432 NOT SHOWN.",
    "3. EXTEND BARS 131A 3'-9\" INTO CAP.",
    "MECHANICAL COUPLER, TYP. SEE SPECIAL PROVISION 51.",
    "* REQUIRED CONSTRUCTION JOINT. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE RELOCATED TO TOP OF FOOTING.",
    "* CONST. JT., TYP.",
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 220 KIPS.",
    "ALL PILES SHALL BE STEEL H-PILES HP 12 X 53. partial"
  ],
  "labels": [
    "PLAN",
    "(BENT 3 LEFT)",
    "PLAN",
    "(BENT 3 RIGHT)",
    "ELEVATION",
    "(BENT 3 LEFT LOOKING AHEAD)",
    "ELEVATION",
    "(BENT 3 RIGHT LOOKING AHEAD)",
    "PILE CONNECTION DETAIL",
    "NO SCALE",
    "NOTES:",
    "BRIDGE NO. I LT. AND RT.",
    "S&A SASTRY & ASSOCIATES, INC.",
    "GEORGIA DEPARTMENT OF TRANSPORTATION",
    "ENGINEERING DIVISION-OFFICE OF BRIDGES AND STRUCTURES",
    "INTERMEDIATE BENT 3"
  ],
  "description": "This crop shows plan and elevation details for Intermediate Bent 3, divided into BENT 3 LEFT and BENT 3 RIGHT, with columns 1 through 4 and their individual footings. It also includes cap and column reinforcing callouts, footing pile symbols, construction-joint information, and a pile connection detail for H-piles."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as steel H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "Maximum factored axial load",
      "value": "222",
      "unit": "KIPS",
      "appliesTo": "Piles"
    },
    {
      "label": "Pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Driving resistance",
      "value": "342",
      "unit": "KIPS",
      "appliesTo": "All piles"
    },
    {
      "label": "Minimum tip elevation",
      "value": "115",
      "unit": "",
      "appliesTo": "BENT 3L"
    },
    {
      "label": "Minimum tip elevation",
      "value": "114",
      "unit": "",
      "appliesTo": "BENT 3R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 222 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 342 KIPS AFTER A MINIMUM TIP ELEVATION OF 115 AT BENT 3L AND 114 AT BENT 3R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile foundation note block. It specifies the pile section, design axial load, and driving objective including required driving resistance and minimum pile tip elevations at Bents 3L and 3R."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in footing plan and Section B-B."
    },
    {
      "name": "pile",
      "tag": "℄ PILE",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile locations are shown in the footing plan."
    },
    {
      "name": "column",
      "tag": "℄ COLUMN",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Only the column centerline/location is shown in the footing plan; a column projection is shown in Section B-B."
    },
    {
      "name": "bearing centerline",
      "tag": "℄ BRNG.",
      "shape": "centerline",
      "material": "",
      "count": 2,
      "note": "Shown in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "bar",
      "material": "",
      "count": 2,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "1121 OR 1131",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "bar",
      "material": "",
      "count": 44,
      "note": "Callout shown at both sides of Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "bar",
      "material": "",
      "count": 5,
      "note": "Each face."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Left-side callout in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "bar",
      "material": "",
      "count": null,
      "note": "Right-side callout in Section B-B."
    },
    {
      "name": "reinforcement bar",
      "tag": "1123 OR 1133",
      "shape": "bar",
      "material": "",
      "count": 8,
      "note": "Bottom-bar callout in Section B-B."
    }
  ],
  "measurements": [
    {
      "label": "overall width at ℄ BENT",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "width from ℄ BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "width from ℄ BENT",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "BENT"
    },
    {
      "label": "spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "spacing",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "minimum clear cover",
      "value": "2\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "vertical dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "Section B-B"
    },
    {
      "label": "bar quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "reinforcement bar"
    },
    {
      "label": "overall footing plan width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "overall footing plan length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "pile-line spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3"
    },
    {
      "label": "scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "AHEAD",
    "℄ BENT 2",
    "℄ BENT 3",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "The crop shows Section B-B through a bent footing/pedestal and the footing plan for Bent 3. The Bent 3 footing plan is a 13'-0\" by 13'-0\" rectangle with six indicated pile locations in two rows of three, together with bent, column, pile, and direction centerlines. Partial adjacent details are visible at the left edge."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "footing",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Overall plan dimensions shown as 11'-6\" by 11'-6\"."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Pile locations are shown in two rows of three, aligned on dashed centerlines."
    },
    {
      "name": "column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Indicated by a vertical dashed centerline labeled CL COLUMN."
    }
  ],
  "measurements": [
    {
      "label": "overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "horizontal end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "vertical end spacing",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 2 footing"
    },
    {
      "label": "drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\"",
    "CL PILE",
    "CL BENT 2",
    "CL COLUMN"
  ],
  "description": "This crop shows the footing plan for Bent 2. A square 11'-6\" by 11'-6\" footing is laid out with six H-section pile symbols at two pile lines by three rows, with a column centerline at the footing center."
}

{
  "view": "Detail",
  "objects": [
    {
      "name": "bent cap",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Shown in SECTION B-B with bearing and bent centerlines."
    },
    {
      "name": "footing",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown in FOOTING PLAN - BENT 3."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "H-section symbol",
      "material": "",
      "count": 6,
      "note": "Six pile symbols are visible in the footing plan."
    },
    {
      "name": "reinforcement bar",
      "tag": "520 OR 530",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 2-520 OR 2-530."
    },
    {
      "name": "reinforcement bar",
      "tag": "I121 OR I131",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I121 OR 8-I131."
    },
    {
      "name": "reinforcement bar",
      "tag": "421 OR 431",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 44-421 OR 44-431."
    },
    {
      "name": "reinforcement bar",
      "tag": "422 OR 432",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 5-422 OR 5-432 EACH FACE."
    },
    {
      "name": "reinforcement bar",
      "tag": "521 OR 531",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "522 OR 532",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "I123 OR I133",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout shown as 8-I123 OR 8-I133."
    }
  ],
  "measurements": [
    {
      "label": "overall width at SECTION B-B",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "centerline-to-centerline width",
      "value": "2'-1½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "intermediate spacing",
      "value": "1'-2\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bearing offset",
      "value": "11½\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "minimum depth",
      "value": "4'-0\" MIN.",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "bottom cover/depth dimension",
      "value": "9\"",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "5-422 OR 5-432",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-520 OR 2-530",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I121 OR 8-I131",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "44-421 OR 44-431",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "reinforcement quantity",
      "value": "8-I123 OR 8-I133",
      "unit": "",
      "appliesTo": "bent cap"
    },
    {
      "label": "footing overall width",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing overall length",
      "value": "13'-0\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "footing edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row spacing",
      "value": "5'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "pile row edge offset",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "BENT 3 footing"
    },
    {
      "label": "drawing scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": "FOOTING PLAN - BENT 3"
    }
  ],
  "notes": [
    "2\" MIN. CL., TYP.",
    "2\" CL., 3 SIDES",
    "5-422 OR 5-432 EACH FACE"
  ],
  "labels": [
    "SECTION B-B",
    "FOOTING PLAN - BENT 3",
    "SCALE: 3/8\" = 1'-0\"",
    "℄ BRNG.",
    "℄ BENT",
    "AHEAD",
    "℄ PILE",
    "℄ BENT 2",
    "℄ BENT 3",
    "℄ COLUMN",
    "2"
  ],
  "description": "The crop shows SECTION B-B through a rectangular reinforced concrete bent-cap element, including reinforcement callouts, bearing centerlines, and bent centerline. Below it is the footing plan for Bent 3, showing a 13'-0\" by 13'-0\" rectangular footing, six pile symbols, pile layout dimensions, bent centerlines, and the column centerline."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Plan outline for Bent 2 footing."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "H-section",
      "material": "",
      "count": 6,
      "note": "Six pile symbols shown within footing plan."
    },
    {
      "name": "Column",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Shown by intersecting dashed centerlines at footing center."
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent centerline is shown."
    }
  ],
  "measurements": [
    {
      "label": "Overall footing width",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Footing width segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Overall footing length",
      "value": "11'-6\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Pile spacing",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "Pile"
    },
    {
      "label": "Footing length segment",
      "value": "1'-3\"",
      "unit": "",
      "appliesTo": "Footing"
    },
    {
      "label": "Scale",
      "value": "3/8\" = 1'-0\"",
      "unit": "",
      "appliesTo": ""
    }
  ],
  "notes": [],
  "labels": [
    "AHEAD",
    "FOOTING PLAN - BENT 2",
    "SCALE: 3/8\" = 1'-0\""
  ],
  "description": "This crop is a footing plan for Bent 2. It shows a rectangular 11'-6\" by 11'-6\" footing, with six H-section pile symbols arranged in two lines of three and a centered column centerline."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "horizontal reinforced-concrete member",
      "tag": "",
      "shape": "long rectangular with stepped/sloping top profile",
      "material": "",
      "count": 1,
      "note": "Extends across the crop above the pile locations."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 6,
      "note": "Six pile locations are visible below the horizontal member; callout states 4-440 OVER EACH PILE."
    },
    {
      "name": "vertical end member",
      "tag": "",
      "shape": "vertical rectangular",
      "material": "",
      "count": 2,
      "note": "One is visible at each end of the horizontal member; identity is not labeled in this crop."
    },
    {
      "name": "reinforcement bar",
      "tag": "440",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcement bar",
      "tag": "441",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callouts: 4-441 AT EQ. SPACES and 7-441 AT EQ. SPS. TYP. EA. BAY."
    },
    {
      "name": "reinforcement bar",
      "tag": "442",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-442."
    },
    {
      "name": "reinforcement bar",
      "tag": "445A",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445A, TYP."
    },
    {
      "name": "reinforcement bar",
      "tag": "445B",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445B."
    },
    {
      "name": "reinforcement bar",
      "tag": "445C",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 2-445C."
    },
    {
      "name": "reinforcement bar",
      "tag": "1040",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Callout: 4-1040."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "EL. 189.42",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 189.50",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 186.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.93",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.80",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.67",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.53",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 185.37",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 184.04",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 183.25",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 188.67",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "elevation",
      "value": "EL. 188.71",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "reinforcement quantity",
      "value": "4-440",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-442",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-1040",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445A",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445B",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "reinforcement quantity",
      "value": "2-445C",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "reinforcement quantity",
      "value": "4-441",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "reinforcement quantity",
      "value": "7-441",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "spacing",
      "value": "10”",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "length",
      "value": "2’-10⅛”",
      "unit": "",
      "appliesTo": "left end segment"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "bay spacing",
      "value": "7’-7¹⁄₁₆”",
      "unit": "",
      "appliesTo": "bay"
    },
    {
      "label": "length",
      "value": "3’-3⅝”",
      "unit": "",
      "appliesTo": "right end segment"
    },
    {
      "label": "overall length",
      "value": "44’-1¹⁄₁₆”",
      "unit": "",
      "appliesTo": "horizontal member"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long horizontal structural member supported at six visible pile locations. Reinforcement callouts, elevations, pile/bay spacing, end-segment dimensions, and an overall length are shown; the drawing title is cropped, with only “ELEVATION” visible."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "horizontal structural member",
      "tag": "",
      "shape": "long rectangular member with stepped top profile",
      "material": "",
      "count": 1,
      "note": "Extends between the two end vertical members; internal reinforcement is shown."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical piles/supports are visible below the horizontal member; callout states 4-440 over each pile."
    },
    {
      "name": "end vertical member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One upright member is shown at each end of the elevation."
    },
    {
      "name": "reinforcing bar",
      "tag": "440",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Called out as 4-440 OVER EACH PILE."
    },
    {
      "name": "reinforcing bar",
      "tag": "441",
      "shape": "straight",
      "material": "steel",
      "count": null,
      "note": "Called out at equal spaces, typical each bay, and at equal spaces at the ends."
    },
    {
      "name": "reinforcing bar",
      "tag": "442",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "1040",
      "shape": "straight",
      "material": "steel",
      "count": 4,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "445A",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": "TYP."
    },
    {
      "name": "reinforcing bar",
      "tag": "445B",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    },
    {
      "name": "reinforcing bar",
      "tag": "445C",
      "shape": "straight",
      "material": "steel",
      "count": 2,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "EL. 188.39",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 188.45",
      "unit": "",
      "appliesTo": "left end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.12",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.32",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.49",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.66",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.82",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 185.96",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.36",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 189.44",
      "unit": "",
      "appliesTo": "right end vertical member"
    },
    {
      "label": "Elevation",
      "value": "EL. 182.96",
      "unit": "",
      "appliesTo": "left end of horizontal structural member"
    },
    {
      "label": "Elevation",
      "value": "EL. 183.96",
      "unit": "",
      "appliesTo": "right end of horizontal structural member"
    },
    {
      "label": "Typical dimension",
      "value": "10″",
      "unit": "",
      "appliesTo": "pile locations"
    },
    {
      "label": "Left end segment dimension",
      "value": "2′-10⅞″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Repeated bay dimension",
      "value": "7′-7¹⁄₁₆″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Right end segment dimension",
      "value": "3′-3⅝″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Overall dimension",
      "value": "44′-1¹⁄₁₆″",
      "unit": "",
      "appliesTo": "horizontal structural member"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "440"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "442"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "1040"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445A"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445B"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "2",
      "unit": "",
      "appliesTo": "445C"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "7",
      "unit": "",
      "appliesTo": "441"
    },
    {
      "label": "Reinforcing-bar quantity",
      "value": "4",
      "unit": "",
      "appliesTo": "441"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-442",
    "4-1040",
    "2-445A, TYP.",
    "2-445B",
    "2-445C",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "4-441 AT EQ. SPACES"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a long stepped-top horizontal structural member supported by six visible rectangular piles, with upright vertical members at both ends. Reinforcement callouts, elevations, pile/bay spacing, end dimensions, and an overall length are shown; section-reference arrows A and B are also visible."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified as HP 12 X 53 piles."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile design and driving criteria note block. It specifies steel H-pile section HP 12 X 53, the maximum factored axial load, required driving resistance, and minimum pile tip elevations at Bents 4L and 4R."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "longitudinal rectangular member",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Continuous member shown across the elevation."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical piles/supports are visible; lower portions are not shown in this crop."
    },
    {
      "name": "end vertical block",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One raised vertical block is shown at each end of the member."
    },
    {
      "name": "reinforcement bar",
      "tag": "4-440",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Called out over each pile."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-442",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-1040",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445A",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445B",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "2-445C",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": ""
    },
    {
      "name": "reinforcement bar",
      "tag": "4-441",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces."
    },
    {
      "name": "reinforcement bar",
      "tag": "7-441",
      "shape": "linear",
      "material": "steel",
      "count": null,
      "note": "At equal spaces, typical each bay."
    }
  ],
  "measurements": [
    {
      "label": "Elevation",
      "value": "189.42",
      "unit": "",
      "appliesTo": "left end vertical block"
    },
    {
      "label": "Elevation",
      "value": "189.50",
      "unit": "",
      "appliesTo": "left end vertical block"
    },
    {
      "label": "Elevation",
      "value": "186.04",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "185.93",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "185.80",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "185.67",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "185.53",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "185.37",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "188.67",
      "unit": "",
      "appliesTo": "right end vertical block"
    },
    {
      "label": "Elevation",
      "value": "188.71",
      "unit": "",
      "appliesTo": "right end vertical block"
    },
    {
      "label": "Elevation",
      "value": "184.04",
      "unit": "",
      "appliesTo": "left end of longitudinal rectangular member"
    },
    {
      "label": "Elevation",
      "value": "183.25",
      "unit": "",
      "appliesTo": "right end of longitudinal rectangular member"
    },
    {
      "label": "Spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "left end pile area"
    },
    {
      "label": "Spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Spacing",
      "value": "10\", TYP.",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "right end pile area"
    },
    {
      "label": "Horizontal dimension",
      "value": "2'-10⅛\"",
      "unit": "",
      "appliesTo": "left end to first pile"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "pile bay"
    },
    {
      "label": "Horizontal dimension",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "last pile to right end"
    },
    {
      "label": "Overall horizontal dimension",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "longitudinal rectangular member"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "2-442",
    "4-1040",
    "2-445A, TYP.",
    "2-445B",
    "2-445C",
    "4-441 AT EQ. SPACES",
    "4-441 AT EQ. SPACES",
    "7-441 AT EQ. SPS. TYP. EA. BAY"
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop shows an elevation of a continuous longitudinal rectangular member supported on six visible piles, with raised vertical blocks at both ends. It documents member elevations, pile-bay spacing, overall length, and reinforcement callouts; the lower portions of the piles are outside the crop."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 6,
      "note": "Six vertical pile elements are visible beneath the longitudinal member."
    },
    {
      "name": "longitudinal pile-supported member",
      "tag": "",
      "shape": "elongated stepped profile with sloping top",
      "material": "",
      "count": 1,
      "note": "Extends between the two end upstands shown in this crop."
    },
    {
      "name": "end upstand",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One at each visible end of the member."
    },
    {
      "name": "reinforcement bar set",
      "tag": "4-440",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Called out over each pile."
    },
    {
      "name": "reinforcement bar set",
      "tag": "2-442",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "4-1040",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": ""
    },
    {
      "name": "reinforcement bar set",
      "tag": "7-441",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "At equal spacing, typical each bay."
    },
    {
      "name": "reinforcement bar set",
      "tag": "2-445A",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": null,
      "note": "Typical."
    },
    {
      "name": "reinforcement bar set",
      "tag": "2-445B",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Left-end callout."
    },
    {
      "name": "reinforcement bar set",
      "tag": "2-445C",
      "shape": "linear",
      "material": "reinforcing steel",
      "count": 1,
      "note": "Right-end callout."
    }
  ],
  "measurements": [
    {
      "label": "elevation",
      "value": "188.39",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "elevation",
      "value": "188.45",
      "unit": "",
      "appliesTo": "left end upstand"
    },
    {
      "label": "elevation",
      "value": "185.12",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "185.32",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "185.49",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "185.66",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "185.82",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "185.96",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "189.36",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "elevation",
      "value": "189.44",
      "unit": "",
      "appliesTo": "right end upstand"
    },
    {
      "label": "elevation",
      "value": "182.96",
      "unit": "",
      "appliesTo": "left end of longitudinal pile-supported member"
    },
    {
      "label": "elevation",
      "value": "183.96",
      "unit": "",
      "appliesTo": "right end of longitudinal pile-supported member"
    },
    {
      "label": "pile reinforcement",
      "value": "4-440",
      "unit": "",
      "appliesTo": "4-440"
    },
    {
      "label": "spacing",
      "value": "10\"",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "end segment length",
      "value": "2'-10 1/8\"",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "bay length",
      "value": "7'-7 1/16\"",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "end segment length",
      "value": "3'-3 5/8\"",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    },
    {
      "label": "overall length",
      "value": "44'-1 1/16\"",
      "unit": "",
      "appliesTo": "longitudinal pile-supported member"
    }
  ],
  "notes": [
    "4-440 OVER EACH PILE",
    "7-441 AT EQ. SPS. TYP. EA. BAY",
    "2-445A, TYP.",
    "4-441 AT EQ. SPACES",
    "10\", TYP."
  ],
  "labels": [
    "A",
    "B",
    "ELEVATION"
  ],
  "description": "This crop is an elevation of a longitudinal pile-supported member with six visible rectangular piles and raised rectangular end upstands. It documents member elevations, pile and bay spacing, overall length, and reinforcement callouts; section-reference arrows A and B are shown."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "cap",
      "tag": "",
      "shape": "rectangular with chamfered corners",
      "material": "",
      "count": 1,
      "note": "Labeled CAP."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "Two vertical pile elements are shown below the cap; lower portions are broken off."
    },
    {
      "name": "wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Wall is partially shown at right; callout reads partial \"FRONT OF WAL\"."
    }
  ],
  "measurements": [
    {
      "label": "minimum horizontal dimension from B.F.P.R. reference",
      "value": "6'-0\" MIN.",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "horizontal cap dimension",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "cap"
    },
    {
      "label": "minimum vertical cap dimension",
      "value": "2'-0\" MIN.",
      "unit": "",
      "appliesTo": "cap"
    }
  ],
  "notes": [],
  "labels": [
    "B.F.P.R.",
    "CAP",
    "CON",
    "FRONT OF WAL",
    "SECTION AT END BENT AND WALL"
  ],
  "description": "This crop shows a partial section at an end bent and wall. A cap supported by two piles is shown at left, with a partially visible wall and intervening sloping profile at right; the full right-side callouts and lower portions are cropped."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "ALL PILES SHALL BE STEEL H, HP 12 X 53."
    }
  ],
  "measurements": [
    {
      "label": "maximum factored axial load",
      "value": "212",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "pile section designation",
      "value": "HP 12 X 53",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "driving resistance",
      "value": "326",
      "unit": "KIPS",
      "appliesTo": "piles"
    },
    {
      "label": "minimum tip elevation",
      "value": "122",
      "unit": "",
      "appliesTo": "BENT 4L"
    },
    {
      "label": "minimum tip elevation",
      "value": "144",
      "unit": "",
      "appliesTo": "BENT 4R"
    }
  ],
  "notes": [
    "PILES ARE DESIGNED FOR A MAXIMUM FACTORED AXIAL LOAD OF 212 KIPS.",
    "ALL PILES SHALL BE STEEL H, HP 12 X 53.",
    "ALL PILES SHALL BE DRIVEN TO A DRIVING RESISTANCE OF 326 KIPS AFTER A MINIMUM TIP ELEVATION OF 122 AT BENT 4L AND 144 AT BENT 4R IS ACHIEVED."
  ],
  "labels": [
    "PLAN DRIVING OBJECTIVE"
  ],
  "description": "This crop is a pile-design and pile-driving notes block. It specifies steel H-pile section HP 12 X 53, maximum factored axial load, required driving resistance, and minimum tip elevations at BENT 4L and BENT 4R."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "bent",
      "tag": "BENT 1",
      "shape": "long narrow rectangular strip divided at beam centerlines",
      "material": "",
      "count": 2,
      "note": "Shown as BENT 1 LEFT and BENT 1 RIGHT."
    },
    {
      "name": "bent",
      "tag": "BENT 4",
      "shape": "long narrow rectangular strip divided at beam centerlines",
      "material": "",
      "count": 2,
      "note": "Shown as BENT 4 LEFT and BENT 4 RIGHT."
    },
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at BENT 2 LEFT and one at BENT 3 LEFT."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at BENT 2 LEFT and one at BENT 3 LEFT."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at BENT 2 RIGHT and one at BENT 3 RIGHT."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "rectangular",
      "material": "",
      "count": 2,
      "note": "One shown at BENT 2 RIGHT and one at BENT 3 RIGHT."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "partial rectangular",
      "material": "",
      "count": null,
      "note": "Partial footing-related plan is cut off at the upper-right edge; callout reads only \"FOOTI\"."
    },
    {
      "name": "pile location",
      "tag": "PILE NO. 1–12",
      "shape": "H-like pile symbol",
      "material": "",
      "count": 48,
      "note": "Six pile symbols are shown in each complete footing plan; pile numbers repeat between the illustrated bent plans."
    },
    {
      "name": "beam centerline",
      "tag": "℄ BEAM 1–12",
      "shape": "centerline",
      "material": "",
      "count": 12,
      "note": "Beam centerlines are identified alongside the BENT 1 and BENT 4 strips."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT 1 LEFT",
    "BENT 2 LEFT",
    "BENT 3 LEFT",
    "BENT 4 LEFT",
    "BENT 1 RIGHT",
    "BENT 2 RIGHT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "B.F.P.R. BENT 1",
    "℄ BENT 2",
    "℄ BENT 3",
    "B.F.P.R. BENT 4",
    "℄ SR 21",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "3 RIGHT",
    "FOOTI (partial)"
  ],
  "description": "This crop is a foundation and bent layout plan showing left and right arrangements for Bents 1 through 4. Bents 2 and 3 show rectangular Footings 1 through 4 with numbered pile locations, while Bents 1 and 4 show beam centerline positions 1 through 12. A partial pile-tip-elevation schedule for BENT 3 RIGHT and a cut-off footing-related plan are visible at the right edge."
}

{
  "view": "Section",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial portion of the footing is visible in the crop."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Pile outline is partly shown below the footing; the embedded portion is dashed."
    }
  ],
  "measurements": [],
  "notes": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "labels": [],
  "description": "This crop is a partial section through a rectangular footing and a single pile below it. A leader identifies the horizontal line at the underside of the footing as the bottom-of-footing elevation."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile schedule entries shown for this bent."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile Nos. 1 through 6 are listed at this footing location."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile Nos. 7 through 12 are listed at this footing location."
    },
    {
      "name": "pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation and bottom of footing elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop is a pile elevation schedule table for Bent 3 Right. It lists twelve piles, with Piles 1 through 6 located at Footing 3 and Piles 7 through 12 located at Footing 4; the elevation fields are blank in the visible crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Six listed pile locations, BEAM 1 through BEAM 6."
    },
    {
      "name": "Bent",
      "tag": "4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Six listed pile locations, BEAM 7 through BEAM 12."
    },
    {
      "name": "Pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop is a pile schedule table for Bent 4 LEFT and Bent 4 RIGHT. It lists pile numbers 1 through 12 by beam location; the PILE TIP ELEVATION column contains no visible values."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in the note; no pile details are shown."
    },
    {
      "name": "Footings",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in the note; no footing details are shown."
    }
  ],
  "measurements": [],
  "notes": [
    "THIS “AS-BUILT FOUNDATION INFORMATION” SHEET SHALL BE FILLED IN BY THE PROJECT ENGINEER AND THE COMPLETED PDF FORWARDED TO BRIDGEOFFICE@DOT.GA.GOV AFTER INSTALLATION OF ALL PILES AND FOOTINGS FOR POSTING TO THE PLANS AS A PERMANENT RECORD OF THE BRIDGE CONSTRUCTION."
  ],
  "labels": [
    "NOTE:"
  ],
  "description": "This crop is a general note concerning completion and submission of an as-built foundation information sheet. It requires the completed PDF to be forwarded after installation of all piles and footings for posting as a permanent bridge construction record."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Pile",
      "tag": "1 LEFT",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Pile locations BEAM 1 through BEAM 6; pile numbers 1 through 6. Pile tip elevation cells are blank."
    },
    {
      "name": "Pile",
      "tag": "1 RIGHT",
      "shape": "",
      "material": "",
      "count": 6,
      "note": "Pile locations BEAM 7 through BEAM 12; pile numbers 7 through 12. Pile tip elevation cells are blank."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop is a pile schedule table for Bent 1. It lists twelve pile locations by beam number, divided into 1 LEFT for Beams 1–6 and 1 RIGHT for Beams 7–12; the pile tip elevation column contains no values in this crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent identifier shown in the first column."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with Pile Nos. 1 through 6."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with Pile Nos. 7 through 12."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop is a pile elevation table for Bent 2 Left. It lists two footing locations and pile numbers 1 through 12, with columns provided for pile tip elevations and bottom-of-footing elevations; the elevation fields are blank in this crop."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed as the pile location for piles 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed as the pile location for piles 7 through 12."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation and bottom of footing elevation cells are blank."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION",
    "2 RIGHT"
  ],
  "description": "This crop is a pile information table for Bent 2 Right. It lists Footing 3 with piles 1 through 6 and Footing 4 with piles 7 through 12; the elevation columns contain no entered values in this crop."
}

{
  "view": "Schedule",
  "objects": [
    {
      "name": "Bent",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile schedule entries are shown for this bent."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with Pile Nos. 1 through 6."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with Pile Nos. 7 through 12."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Listed as Pile Nos. 1 through 12; pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a pile schedule table for Bent 3 Left. It assigns Pile Nos. 1 through 6 to Footing 1 and Pile Nos. 7 through 12 to Footing 2; the pile tip elevation and bottom-of-footing elevation columns contain no visible values."
}

{
  "view": "Plan",
  "objects": [
    {
      "name": "Beam",
      "tag": "BEAM 1–BEAM 12",
      "shape": "rectangular",
      "material": "",
      "count": 12,
      "note": "Beam locations are shown at BENT 1 and BENT 4."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1–FOOTING 4",
      "shape": "rectangular, skewed in plan",
      "material": "",
      "count": 8,
      "note": "Footings are shown for BENT 2 and BENT 3, at LEFT and RIGHT locations."
    },
    {
      "name": "Pile",
      "tag": "1–12",
      "shape": "H-section symbol",
      "material": "",
      "count": 48,
      "note": "Six pile symbols are shown in each visible footing layout; pile numbering is 1–6 in FOOTING 1/3 and 7–12 in FOOTING 2/4."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "B.F.P.R. BENT 1",
    "℄ BENT 2",
    "℄ BENT 3",
    "B.F.P.R. BENT 4",
    "BENT 1 LEFT",
    "BENT 2 LEFT",
    "BENT 3 LEFT",
    "BENT 4 LEFT",
    "BENT 1 RIGHT",
    "BENT 2 RIGHT",
    "BENT 3 RIGHT",
    "BENT 4 RIGHT",
    "℄ SR 21",
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "3 RIGHT",
    "FOOTING 3",
    "FOOTING 4",
    "FOOTIN… (partial)"
  ],
  "description": "This crop shows a plan-layout sheet for bridge bents, identifying BEAM 1 through BEAM 12 at BENT 1 and BENT 4 and footing/pile arrangements at BENT 2 and BENT 3. A partial pile schedule is visible at the right, with columns for bent, pile location, pile number, and pile tip elevation; no tip-elevation values are visible in the crop."
}

{
  "view": "Elevation",
  "objects": [
    {
      "name": "footing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial elevation of the footing is visible."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "rectangular dashed outline",
      "material": "",
      "count": 1,
      "note": "Shown extending through and below the footing; no pile designation is visible."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a partial elevation of a rectangular footing with one dashed vertical pile shown through it. A leader identifies the horizontal line at the underside of the footing as the bottom of footing elevation."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent identification shown in the schedule."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 7 through 12."
    },
    {
      "name": "pile",
      "tag": "PILE NO. 1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation and bottom of footing elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a pile elevation schedule table for Bent 3 Right. It lists Footing 3 with piles 1 through 6 and Footing 4 with piles 7 through 12; the elevation fields shown are blank."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "4 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed with pile locations at BEAM 1 through BEAM 6."
    },
    {
      "name": "bent",
      "tag": "4 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Listed with pile locations at BEAM 7 through BEAM 12."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop shows a pile schedule table for Bent 4, divided into 4 LEFT and 4 RIGHT. It assigns pile numbers 1 through 12 to beam locations 1 through 12; no pile tip elevations are entered in the visible cells."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "I LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed at BEAM 1 through BEAM 6."
    },
    {
      "name": "Bent",
      "tag": "I RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations listed at BEAM 7 through BEAM 12."
    },
    {
      "name": "Pile",
      "tag": "1-12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; no pile tip elevation values are shown in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BEAM 1",
    "BEAM 2",
    "BEAM 3",
    "BEAM 4",
    "BEAM 5",
    "BEAM 6",
    "BEAM 7",
    "BEAM 8",
    "BEAM 9",
    "BEAM 10",
    "BEAM 11",
    "BEAM 12"
  ],
  "description": "This crop shows a tabular pile schedule organized by bent, pile location, pile number, and pile tip elevation. Bent I LEFT contains piles 1 through 6 at BEAM 1 through BEAM 6, and Bent I RIGHT contains piles 7 through 12 at BEAM 7 through BEAM 12; the pile tip elevation cells are blank."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "Bent",
      "tag": "2 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations 1 through 6 are listed."
    },
    {
      "name": "Footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Pile locations 7 through 12 are listed."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation and bottom of footing elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a pile elevation table for Bent 2 Left. It lists Footing 1 and Footing 2 with pile numbers 1 through 12, but no pile tip elevations or bottom-of-footing elevations are entered in the visible cells."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "2 RIGHT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Bent identification shown in the BENT column."
    },
    {
      "name": "footing",
      "tag": "FOOTING 3",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 4",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 7 through 12."
    },
    {
      "name": "pile",
      "tag": "1–12",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile tip elevation and bottom-of-footing elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop is a pile elevation table for bent 2 right. It lists piles 1 through 12, grouped under Footing 3 and Footing 4, with columns for pile tip elevation and bottom of footing elevation; no elevation values are entered in the visible cells."
}

{
  "view": "Table",
  "objects": [
    {
      "name": "bent",
      "tag": "3 LEFT",
      "shape": "",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "footing",
      "tag": "FOOTING 1",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 1 through 6."
    },
    {
      "name": "footing",
      "tag": "FOOTING 2",
      "shape": "",
      "material": "",
      "count": 1,
      "note": "Associated with pile numbers 7 through 12."
    },
    {
      "name": "pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": 12,
      "note": "Pile numbers 1 through 12 are listed; pile tip elevation and bottom of footing elevation cells are blank in this crop."
    }
  ],
  "measurements": [],
  "notes": [],
  "labels": [
    "BENT",
    "PILE LOCATION",
    "PILE NO.",
    "PILE TIP ELEVATION",
    "BOTTOM OF FOOTING ELEVATION"
  ],
  "description": "This crop shows a pile information table for Bent 3 Left. It lists two footing locations and pile numbers 1 through 12, with columns provided for pile tip elevation and bottom of footing elevation; no elevation values are shown in the visible cells."
}