Abutment Soil Reinforcing Device Insert

{
  "view": "Notes",
  "objects": [
    {
      "name": "STEEL H-PILES",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709"
    },
    {
      "name": "SMOOTH DOWEL BARS",
      "tag": "",
      "shape": "circular",
      "material": "steel",
      "count": null,
      "note": "SMOOTH DOWEL BARS - PLACE SMOOTH DOWEL BARS IN FORMED 3\" DIAMETER X 12\" DEEP HOLES AND GROUT IN PLACE SIMILAR TO ANCHOR BOLTS"
    },
    {
      "name": "ABUTMENT SOIL REINFORCING DEVICE INSERTS",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED"
    },
    {
      "name": "GROOVED CONCRETE",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "GROOVED CONCRETE - GROOVE THE ENTIRE LENGTH OF THE BRIDGE TRANSVERSELY AS PER SPECIFICATIONS"
    },
    {
      "name": "STEEL DIAPHRAGMS",
      "tag": "",
      "shape": "diaphragm",
      "material": "steel",
      "count": null,
      "note": "STEEL DIAPHRAGMS"
    },
    {
      "name": "WELDING",
      "tag": "",
      "shape": "",
      "material": "welding",
      "count": null,
      "note": "ALL WELDING ON GEORGIA DOT PROJECTS SHALL BE PERFORMED BY GDOT CERTIFIED WELDERS"
    },
    {
      "name": "SHOP DRAWINGS",
      "tag": "",
      "shape": "document",
      "material": "",
      "count": null,
      "note": "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"
    },
    {
      "name": "SPECIAL PROTECTIVE COATING",
      "tag": "",
      "shape": "coating",
      "material": "protective coating",
      "count": null,
      "note": "CLEAN AND PAINT PILES AND SWAYBRACING WITH SPECIAL PROTECTIVE COATING NO. 2P"
    },
    {
      "name": "CHAIN LINK FENCE",
      "tag": "",
      "shape": "fence",
      "material": "chain link",
      "count": null,
      "note": "CHAIN LINK FENCE SHALL BE PAID FOR AS LF CH LK FENCE, ZC COAT, 6 FT, 9 GA"
    },
    {
      "name": "CERTIFICATION CARD",
      "tag": "",
      "shape": "certificate",
      "material": "",
      "count": null,
      "note": "WELDERS CERTIFICATION CARD ISSUED BY THE OFFICE OF MATERIALS AND TESTING"
    }
  ],
  "measurements": [
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "207-0203",
      "value": "35",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "211-0200",
      "value": "295",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-0100",
      "value": "811",
      "unit": "SY",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2720",
      "unit": "LB",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "520-1125",
      "value": "2540",
      "unit": "LB",
      "appliesTo": "RIGHT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "LEFT BRIDGE"
    },
    {
      "label": "500-3002",
      "value": "221",
      "unit": "CY",
      "appliesTo": "RIGHT BRIDGE"
    }
  ],
  "notes": [
    "VIBRATION MONITORING - THE PROJECT 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.",
    "PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.",
    "PILE DRIVING - SHOULD PILES FAIL TO OBTAIN DRIVING RESISTANCE AFTER ACHIEVING THE TIP ELEVATIONS SHOWN, ALLOW PILES TO FREEZE AT A MINIMUM OF 24 HOURS AND RESTRIKE WITH A WARM HAMMER."
  ],
  "labels": [
    "GENERAL NOTES CONTINUED",
    "DESIGN DATA",
    "SUMMARY OF QUANTITIES"
  ],
  "description": "Sheet page 2 shows continuation of general notes and design data with a right-hand summary of quantities. This crop captures textual notes on vibration monitoring, pile driving, dowel bars, and other embedded items, along with a portion of the quantity table."
}