Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

Foundation Backfill Material

1 page · 6 crops · earthwork

Matched toStructural Backfillbridge.approach_earthwork_system.structural_backfillon “Foundation backfill material”

1 read off the drawings · 1 derived
The class asks forValueHowFrom
VolumeVwants m353.52 m335 CY (Left Bridge) + 35 CY (Right Bridge) = 70 CY. 70 CY × 0.76455485798 m3/CY = 53.51884 m3, rounded to 53.52 m3.The Summary of Quantities identifies pay item 207-0203, Foundation backfill material, with 35 CY for each of the Left Bridge and Right Bridge. The required metric volume is derived by summing both bridge quantities and converting cubic yards to cubic metres.derivedp2 · p02_r08
Material TypeMATType II -The foundation backfill material note expressly states that the material is "TYPE II FOUNDATION BACKFILL MATERIAL."readp2 · p02_r11

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

How the sheets named it

Foundation backfill material, Type II207-0203BENTS 2TYPE II

Every dimension read for it10

  • 35 CYLeft bridge quantity, foundation backfill materialp2 · p02_r08 pay item quantity table for left right bridges
  • 35 CYRight bridge quantity, foundation backfill materialp2 · p02_r08 pay item quantity table for left right bridges
  • 2021 EDITIONGeorgia Standard Specifications editionnot attributedp2 · p02_r11 left column list of specification and construction notes
  • 2024Supplemental specifications yearnot attributedp2 · p02_r11 left column list of specification and construction notes
  • 1'-0"Foundation backfill thicknessp2 · p02_r11 left column list of specification and construction notes
  • 2'-0"Foundation footing plan-dimension additionp2 · p02_r11 left column list of specification and construction notes
  • 1'-0"Foundation backfill thicknessp2 · p02_r20 general notes
  • 2'-0"Plan footing dimensions allowancep2 · p02_r20 general notes
  • 2021Georgia Standard Specifications editionnot attributedp2 · p02_r11
  • 2024Supplemental specifications yearnot attributedp2 · p02_r11

Notes on the sheets that carry it

  • p2SPECIFICATIONS - GEORGIA STANDARD SPECIFICATIONS, 2021 EDITION, AND 2024 SUPPLEMENTAL SPECIFICATIONS AS MODIFIED BY CONTRACT DOCUMENTS.
  • p2REINFORCING 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.
  • p2CHAMFER - CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE NOTED.
  • p2RAILROAD 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.
  • p2PROTECTIVE 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.
  • p2TEMPORARY SHORING - INCLUDE THE COST OF TEMPORARY SHORING AS NECESSARY FOR BRIDGE CONSTRUCTION IN THE OVERALL BID SUBMITTED.
  • p2WAITING PERIOD - NONE REQUIRED.
  • p2FOUNDATION 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.
  • p2PLAN DRIVING OBJECTIVE - SEE SUBSTRUCTURE DETAILS.
  • p2DRIVING 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.
  • p2DYNAMIC 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.
  • p2WAVE 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.
  • p2FOUNDATION 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.

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

Page 2

No image

p02_r08

The merge put this crop under the item, but its reading names it differently — open the crop to see what it said.

crop

p02_r08 pay item quantity table for left right bridges

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r08_pay_item_quantity_table_for_left_right_bridges
Original
p02_r08 pay item quantity table for left right bridges
{
  "view": "Table",
  "objects": [
    {
      "name": "Foundation backfill material",
      "tag": "207-0203",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Bridge excavation, grade separation",
      "tag": "211-0200",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Grooved concrete",
      "tag": "500-0100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Superstructure concrete",
      "tag": "500-1011",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "CL D; separately listed as BR NO - I LT (249) and BR NO - I RT (249)."
    },
    {
      "name": "Concrete barrier",
      "tag": "500-2100",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Class AA concrete",
      "tag": "500-3002",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "PSC beams, AASHTO Type II",
      "tag": "507-9002",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "BR NO - I."
    },
    {
      "name": "PSC beams, AASHTO Type III",
      "tag": "507-9003",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "BR NO - I."
    },
    {
      "name": "Bar reinforcement steel",
      "tag": "511-1000",
      "shape": "bar",
      "material": "steel",
      "count": null,
      "note": "Listed for left and right bridge."
    },
    {
      "name": "Superstructure reinforcement steel",
      "tag": "511-3000",
      "shape": "bar",
      "material": "steel",
      "count": null,
      "note": "Separately listed as BR NO - I LT (69762) and BR NO - I RT (69762)."
    },
    {
      "name": "Piling in place, steel H",
      "tag": "520-1125",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Description is partially obscured after “HP”; a visible callout reads “12 X 53.”"
    },
    {
      "name": "Load test, steel H",
      "tag": "520-4125",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "HP 12 X 53 (IF REQD)."
    },
    {
      "name": "Dynamic pile test",
      "tag": "523-1100",
      "shape": "",
      "material": "",
      "count": null,
      "note": ""
    },
    {
      "name": "Chain link fence",
      "tag": "643-1152",
      "shape": "",
      "material": "",
      "count": null,
      "note": "ZC COAT, 6 FT, 9 GA."
    }
  ],
  "measurements": [
    {
      "label": "Left bridge quantity, foundation backfill material",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "Right bridge quantity, foundation backfill material",
      "value": "35",
      "unit": "CY",
      "appliesTo": "207-0203"
    },
    {
      "label": "Left bridge quantity, bridge excavation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "Right bridge quantity, bridge excavation",
      "value": "295",
      "unit": "CY",
      "appliesTo": "211-0200"
    },
    {
      "label": "Left bridge quantity, grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "Right bridge quantity, grooved concrete",
      "value": "811",
      "unit": "SY",
      "appliesTo": "500-0100"
    },
    {
      "label": "Left bridge quantity, superstructure concrete",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "Right bridge quantity, superstructure concrete",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "500-1011"
    },
    {
      "label": "Left bridge quantity, concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "Right bridge quantity, concrete barrier",
      "value": "378",
      "unit": "LF",
      "appliesTo": "500-2100"
    },
    {
      "label": "Left bridge quantity, Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "Right bridge quantity, Class AA concrete",
      "value": "221",
      "unit": "CY",
      "appliesTo": "500-3002"
    },
    {
      "label": "Left bridge quantity, PSC beams AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "Right bridge quantity, PSC beams AASHTO Type II",
      "value": "644",
      "unit": "LF",
      "appliesTo": "507-9002"
    },
    {
      "label": "Left bridge quantity, PSC beams AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "Right bridge quantity, PSC beams AASHTO Type III",
      "value": "486",
      "unit": "LF",
      "appliesTo": "507-9003"
    },
    {
      "label": "Left bridge quantity, bar reinforcement steel",
      "value": "35422",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "Right bridge quantity, bar reinforcement steel",
      "value": "35397",
      "unit": "LB",
      "appliesTo": "511-1000"
    },
    {
      "label": "Left bridge quantity, superstructure reinforcement steel",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "Right bridge quantity, superstructure reinforcement steel",
      "value": "LUMP",
      "unit": "LS",
      "appliesTo": "511-3000"
    },
    {
      "label": "Left bridge quantity, piling in place",
      "value": "2720",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Right bridge quantity, piling in place",
      "value": "2540",
      "unit": "LF",
      "appliesTo": "520-1125"
    },
    {
      "label": "Steel H pile designation",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-1125"
    },
    {
      "label": "Left bridge quantity, load test",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "Right bridge quantity, load test",
      "value": "1",
      "unit": "EA",
      "appliesTo": "520-4125"
    },
    {
      "label": "Pile designation, load test",
      "value": "12 X 53",
      "unit": "",
      "appliesTo": "520-4125"
    },
    {
      "label": "Left bridge quantity, dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "Right bridge quantity, dynamic pile test",
      "value": "2",
      "unit": "EA",
      "appliesTo": "523-1100"
    },
    {
      "label": "Left bridge quantity, chain link fence",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "Right bridge quantity, chain link fence",
      "value": "378",
      "unit": "LF",
      "appliesTo": "643-1152"
    },
    {
      "label": "Fence height",
      "value": "6",
      "unit": "FT",
      "appliesTo": "643-1152"
    },
    {
      "label": "Fence gauge",
      "value": "9",
      "unit": "GA",
      "appliesTo": "643-1152"
    }
  ],
  "notes": [],
  "labels": [
    "SUMMARY OF QUANTITIES",
    "PAY ITEM NUMBER",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "UNIT",
    "PAY ITEM"
  ],
  "description": "This crop is a Summary of Quantities table for left and right bridge work. It lists pay items, units, and quantities for excavation, concrete, barriers, PSC beams, reinforcing steel, steel H-pile work and testing, and chain link fence."
}

p02_r08 pay item quantity table for left right bridgesTable

  • Foundation backfill material207-0203Listed for left and right bridge.

35 CY Left bridge quantity, foundation backfill material35 CY Right bridge quantity, foundation backfill material295 CY Left bridge quantity, bridge excavation295 CY Right bridge quantity, bridge excavation811 SY Left bridge quantity, grooved concrete811 SY Right bridge quantity, grooved concreteLUMP LS Left bridge quantity, superstructure concreteLUMP LS Right bridge quantity, superstructure concrete+24 more

crop

p02_r11 left column list of specification and construction notes

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r11_left_column_list_of_specification_and_construction_notes
Original
p02_r11 left column list of specification and construction notes
{
  "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."
}

p02_r11 left column list of specification and construction notesNotes

  • foundation backfill materialBENTS 2Type II foundation backfill materialPlace under each footing at Bents 2; use may be eliminated by the Engineer if the footing area is dry.
  • footingsBENTS 2Foundation backfill material is specified under each footing.

2021 EDITION Georgia Standard Specifications edition2024 Supplemental specifications year2 INCH Minimum reinforcement clearance3/4" Chamfer size1'-0" Foundation backfill thickness2'-0" Foundation footing plan-dimension additionTWO WEEKS Notification/submittal period before driving piles

crop

p02_r20 general notes

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r20_general_notes
Original
p02_r20 general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided at this site."
    },
    {
      "name": "temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "As necessary for bridge construction."
    },
    {
      "name": "foundation backfill material",
      "tag": "",
      "shape": "",
      "material": "Type II foundation backfill material",
      "count": null,
      "note": "Placed under each footing at Bents 2; text following “AND.” is as printed."
    },
    {
      "name": "footing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    },
    {
      "name": "bent",
      "tag": "2",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill thickness",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    },
    {
      "label": "Plan footing dimensions allowance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "foundation backfill material"
    }
  ],
  "notes": [
    "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."
  ],
  "labels": [],
  "description": "This crop is a block of bridge construction notes. It addresses protective platforms, temporary shoring, waiting period, foundation backfill beneath footings at Bent 2, and the plan driving objective."
}

p02_r20 general notesNotes

  • foundation backfill materialType II foundation backfill materialPlaced under each footing at Bents 2; text following “AND.” is as printed.

1'-0" Foundation backfill thickness2'-0" Plan footing dimensions allowance

crop

p02_r11

page 2 · general_construction_notes_p02_r11
Original
p02_r11
{
  "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."
}

p02_r11Notes

  • foundation backfill materialTYPE IIPlace under each footing at Bents 2 and 3.

2021 Georgia Standard Specifications edition2024 Supplemental specifications year2 INCH minimum reinforcement clearance3/4” concrete edge chamfer1’-0” foundation backfill thickness2’-0” foundation backfill plan footing dimension addition510 Georgia DOT Specifications section520.3.05.D.2 Georgia DOT Specifications sub-section+4 more

crop

p02_r20

page 2 · protective_platform_note_p02_r20
Original
p02_r20
{
  "view": "Notes",
  "objects": [
    {
      "name": "Protective platforms",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided at this site."
    },
    {
      "name": "Temporary shoring",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "As necessary for bridge construction."
    },
    {
      "name": "Foundation backfill material",
      "tag": "TYPE II",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Specified beneath each footing at Bents 2, and [partial]."
    },
    {
      "name": "Footings",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in foundation backfill note."
    }
  ],
  "measurements": [
    {
      "label": "Foundation backfill depth",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "TYPE II foundation backfill material"
    },
    {
      "label": "Additional plan footing dimension allowance",
      "value": "2'-0\"",
      "unit": "",
      "appliesTo": "Footings"
    }
  ],
  "notes": [
    "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."
  ],
  "labels": [
    "SECTION 510 OF THE GEORGIA DOT SPECIFICATIONS",
    "CONSTRUCTION CLEARANCE DIAGRAM",
    "SUBSTRUCTURE DETAILS"
  ],
  "description": "This crop is a block of bridge construction notes. It documents requirements for protective platforms, temporary shoring, waiting period, foundation backfill beneath footings, and the plan driving objective; the bent reference in the foundation backfill note is visibly incomplete or malformed in this crop."
}

p02_r20Notes

  • Foundation backfill materialTYPE IISpecified beneath each footing at Bents 2, and [partial].

1'-0" Foundation backfill depth2'-0" Additional plan footing dimension allowance