Railroad Side Ditch

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; do not weld. Maintain minimum clearance as noted."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer all exposed edges unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "BENTS 2",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Place under each footing at Bents 2; use may be eliminated by the Engineer if the footing area is dry."
    },
    {
      "name": "footings",
      "tag": "BENTS 2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified under each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    },
    {
      "name": "bridge bents",
      "tag": "BRIDGE LEFT BENT 1 RIGHT; BRIDGE LEFT BENT 3 LEFT; BRIDGE RIGHT BENT 2 RIGHT; BRIDGE RIGHT BENT 4 RIGHT",
      "shape": "",
      "material": "",
      "count": 4,
      "note": "Dynamic pile testing is required at the listed bent locations."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "EDITION",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Chamfer size",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Foundation footing plan-dimension addition",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Notification/submittal period before driving piles",
      "value": "TWO",
      "unit": "WEEKS",
      "appliesTo": "piles"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4\" UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1'-0\" OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2'-0\" . USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "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.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "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": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents specification requirements, reinforcement and concrete edge treatment, drainage and protective-platform requirements, footing backfill, shoring, and pile-driving/testing requirements."
}

{
  "view": "Notes",
  "objects": [
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Place and tie; welding is prohibited."
    },
    {
      "name": "exposed concrete edges",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Chamfer required unless otherwise noted."
    },
    {
      "name": "railroad side ditches",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Clean before construction and maintain free of silt and debris until final acceptance."
    },
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Provide at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Include cost as necessary for bridge construction in the overall bid."
    },
    {
      "name": "foundation backfill material",
      "tag": "TYPE II",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Place under each footing at Bents 2 and 3."
    },
    {
      "name": "footings",
      "tag": "BENTS 2 AND 3",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Foundation backfill material is specified beneath each footing."
    },
    {
      "name": "piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Driving resistance, dynamic pile testing, and wave equation analysis are specified."
    }
  ],
  "measurements": [
    {
      "label": "Georgia Standard Specifications edition",
      "value": "2021",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Supplemental specifications year",
      "value": "2024",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "minimum reinforcement clearance",
      "value": "2",
      "unit": "INCH",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "concrete edge chamfer",
      "value": "3/4”",
      "unit": "",
      "appliesTo": "exposed concrete edges"
    },
    {
      "label": "foundation backfill thickness",
      "value": "1’-0”",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "foundation backfill plan footing dimension addition",
      "value": "2’-0”",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "Georgia DOT Specifications section",
      "value": "510",
      "unit": "",
      "appliesTo": "protective platforms"
    },
    {
      "label": "Georgia DOT Specifications sub-section",
      "value": "520.3.05.D.2",
      "unit": "",
      "appliesTo": "piles"
    },
    {
      "label": "Special Provision section",
      "value": "523",
      "unit": "",
      "appliesTo": "dynamic pile testing"
    },
    {
      "label": "notice/submittal period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "dynamic pile testing"
    },
    {
      "label": "Georgia DOT Specifications sub-section",
      "value": "520.3.05.D.2",
      "unit": "",
      "appliesTo": "wave equation analysis"
    },
    {
      "label": "review and approval submittal period",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "wave equation analysis"
    }
  ],
  "notes": [
    "SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.",
    "REINFORCING STEEL - PLACE AND TIE ALL REINFORCING STEEL IN ACCORDANCE WITH THE GEORGIA DOT SPECIFICATIONS. DO NOT WELD REINFORCING STEEL. MAINTAIN 2 INCH MINIMUM CLEARANCE ON ALL REINFORCEMENT UNLESS OTHERWISE NOTED.",
    "CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4” UNLESS OTHERWISE NOTED.",
    "RAILROAD SIDE DITCHES - PRIOR TO THE BEGINNING OF CONSTRUCTION, CLEAN THE RAILROAD SIDE DITCHES IN THE CONSTRUCTION AREA IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE. MAINTAIN THE RAILROAD SIDE DITCHES FREE OF SILT AND DEBRIS UNTIL FINAL ACCEPTANCE. SEE ROADWAY PLANS FOR EROSION CONTROL AND PAYMENT.",
    "PROTECTIVE PLATFORMS - PROVIDE PROTECTIVE PLATFORMS AT THIS SITE, SEE SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS. MAINTAIN A MINIMUM VERTICAL CLEARANCE AS DEFINED IN THE CONSTRUCTION CLEARANCE DIAGRAM.",
    "TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.",
    "WAITING PERIOD - NONE REQUIRED.",
    "FOUNDATION BACKFILL MATERIAL - PLACE 1’-0” OF TYPE II FOUNDATION BACKFILL MATERIAL UNDER EACH FOOTING AT BENTS 2, AND 3. THE QUANTITY IS BASED ON THE PLAN FOOTING DIMENSIONS PLUS 2’-0”. USE OF THIS MATERIAL MAY BE ELIMINATED BY THE ENGINEER IF THE FOOTING AREA IS DRY.",
    "PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.",
    "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.",
    "DYNAMIC PILE TESTING - PERFORM PILE TESTING USING THE PILE DRIVING ANALYZER (PDA) IN ACCORDANCE WITH SPECIAL PROVISION SECTION 523. NOTIFY THE GEOTECHNICAL BUREAU OF THE GEORGIA DOT OFFICE OF MATERIALS AND TESTING AT GEOTECHNICAL_SUBMITTALS@DOT.GA.GOV TWO WEEKS PRIOR TO DRIVING PILES. SUBMIT ALL FILES REQUIRED BY SPECIAL PROVISION TO THE EMAIL ABOVE FOR REVIEW AND APPROVAL.",
    "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": [
    "GENERAL NOTES"
  ],
  "description": "This crop is a General Notes block for bridge construction. It documents general specifications, reinforcement and concrete requirements, railroad drainage, protective platforms, shoring, footing backfill, and pile-driving/testing requirements."
}