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Chain Link Fence

3 pages · 9 crops · ×8 · ancillary

⚠ No class in the bridge ontology fits this itemAdd a class

The ontology would need a chain-link fence class.

How the sheets named it

Chain Link Fence, Typ.CHAIN LINK WIRE FENCEFENCEFence

Every dimension read for it8

  • 192'-0" ftTotal length of bridgenot attributedp1 · p01_r07 plan
  • 55'-0" ftLeft spannot attributedp1 · p01_r07 plan
  • 82'-0" ftCentral spannot attributedp1 · p01_r07 plan
  • 55'-0" ftRight spannot attributedp1 · p01_r07 plan
  • 34'-0" ftOverall lengthnot attributedp8 · p08_r01
  • 6'-8" ftTop right offsetnot attributedp8 · p08_r01
  • 1'-1" ftRightmost clearancenot attributedp8 · p08_r01
  • 1'-8" ftLeft offsetnot attributedp8 · p08_r01

Notes on the sheets that carry it

  • p1APPROXIMATE EXISTING GROUNDLINE
  • p1FUTURE GROUNDLINE
  • p1FUTURE TRACK
  • p1EXISTING TRACK
  • p1FUTURE ACCESS ROAD
  • p1TO BE REMOVED
  • p1TEMPORARY SHORING AS NECESSARY, TYP.
  • p1CHAIN LINK WIRE FENCE, TYP.
  • p2VIBRATION 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.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE 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.
  • p2GA STD. 3054 (9-30-02)
  • p2GA STD. 3901 (8-69)
  • p2GA STD. 9031 IN (8-13-85)
  • p2GA STD. 9037 (9-99)
  • p2EACH BRIDGE CONSISTS OF
  • p8FENCE NOTES:
  • p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
  • p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
  • p83. APPLY GALVANIZING REPAIR COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
  • p81. FENCE SHALL BE 9 GAUGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
  • p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
  • p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
  • p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
  • p86. SPACE POSTS AT A MINIMUM OF 7'-0" AND A MAXIMUM OF 10'-0". PLACE POSTS 1'-0" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.
  • p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.

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

Page 1

crop

p01_r01 plan

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r01_plan
Original
p01_r01 plan
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent",
      "tag": "Bent 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "Bent 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "Bent 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "Bent 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall",
      "tag": "Front Face of Wall 1",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall",
      "tag": "Front Face of Wall 2",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Chain Link Fence",
      "tag": "",
      "shape": "line",
      "material": "steel",
      "count": 1,
      "note": "FENCE, TYP."
    },
    {
      "name": "Gutter",
      "tag": "GUTTER",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total Length of Bridge",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 17+23.00",
      "value": "STA. 17+23.00",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 17+29.07",
      "value": "STA. 17+29.07",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 19+08.93",
      "value": "STA. 19+08.93",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "STA. 19+15.00",
      "value": "STA. 19+15.00",
      "unit": "station",
      "appliesTo": "PLAN"
    },
    {
      "label": "74'-7 5/16\"",
      "value": "74'-7 5/16\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "40'-0\"",
      "value": "40'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    },
    {
      "label": "6'-0\"",
      "value": "6'-0\"",
      "unit": "ft",
      "appliesTo": "GUTTER"
    },
    {
      "label": "81°-20'-05.0\"",
      "value": "81°-20'-05.0\"",
      "unit": "deg",
      "appliesTo": "PLAN"
    }
  ],
  "notes": [],
  "labels": [
    "PLAN",
    "LEFT BRIDGE",
    "RIGHT BRIDGE",
    "BENT ELEVATION",
    "PROPOSED VER"
  ],
  "description": "Plan view of a proposed bridge showing four bents, front faces of walls, gutters, and chain-link fencing. Includes stationing, end-to-end length, and key dimension calls; indicates future track and adjacent wall faces. The sheet appears to be the plan for the bent elevations and bridge alignment."
}

p01_r01 planPlan

  • Chain Link Fence×1linesteelFENCE, TYP.

192'-0" ft Total Length of BridgeSTA. 17+23.00 station STA. 17+23.00STA. 17+29.07 station STA. 17+29.07STA. 19+08.93 station STA. 19+08.93STA. 19+15.00 station STA. 19+15.0074'-7 5/16" ft 74'-7 5/16"40'-0" ft 40'-0"34'-0" ft 34'-0"+2 more

crop

p01_r07 plan

page 1 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p01_r07_plan
Original
p01_r07 plan
{
  "view": "Section",
  "objects": [
    {
      "name": "Bent 1",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 2",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 3",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 4",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No. 1",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No. 2",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Chain Link Fence, Typ.",
      "tag": "",
      "shape": "mesh",
      "material": "chain link fence",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Total length of bridge",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left span",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Central span",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Right span",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Elevation",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "EL. 151.00, Typ."
    }
  ],
  "notes": [
    "APPROXIMATE EXISTING GROUNDLINE",
    "FUTURE GROUNDLINE",
    "FUTURE TRACK",
    "EXISTING TRACK",
    "FUTURE ACCESS ROAD"
  ],
  "labels": [
    "PLAN",
    "TOTAL LENGTH OF BRIDGE = 192'-0\"",
    "FRONT FACE OF WALL NO. 1",
    "FRONT FACE OF WALL NO. 2",
    "BENT 1",
    "BENT 2",
    "BENT 3",
    "BENT 4"
  ],
  "description": "Longitudinal cross-section of a bridge showing the overall length (192 ft), three deck spans (55 ft, 82 ft, 55 ft), four bents, front faces of walls, and a chain-link fence. It also marks future and existing groundlines and tracks and an approximate existing groundline reference."
}

p01_r07 planSection

  • Chain Link Fence, Typ.×1meshchain link fence

192'-0" ft Total length of bridge55'-0" ft Left span82'-0" ft Central span55'-0" ft Right span151.00 ft Elevation

crop

p01_r01

page 1 · other_p01_r01
Original
p01_r01
{
  "view": "Plan",
  "objects": [
    {
      "name": "Front Face of Wall 1",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall 2",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 1",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 2",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 3",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent",
      "tag": "BENT 4",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Chain Link Fence",
      "tag": "",
      "shape": "line",
      "material": "chain link fence",
      "count": 1,
      "note": "TYP."
    }
  ],
  "measurements": [
    {
      "label": "TOTAL LENGTH OF BRIDGE",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": "PLAN"
    }
  ],
  "notes": [
    "TO BE REMOVED",
    "TEMPORARY SHORING AS NECESSARY, TYP.",
    "CHAIN LINK WIRE FENCE, TYP."
  ],
  "labels": [
    "PLAN"
  ],
  "description": "Plan view of the proposed bridge showing four bents (BENT 1–4), front faces of walls, and a chain-link fence; includes total bridge length and plan-level features."
}

p01_r01Plan

  • Chain Link Fence×1linechain link fenceTYP.

192'-0" ft TOTAL LENGTH OF BRIDGE

crop

p01_r07

page 1 · other_p01_r07
Original
p01_r07
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bent 1",
      "tag": "Bent 1",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 2",
      "tag": "Bent 2",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 3",
      "tag": "Bent 3",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bent 4",
      "tag": "Bent 4",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No.1",
      "tag": "",
      "shape": "rectangular wall face",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Front Face of Wall No.2",
      "tag": "",
      "shape": "rectangular wall face",
      "material": "concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Expansion Joint",
      "tag": "EXP.",
      "shape": "joint",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "Fixed Bearing",
      "tag": "FIX",
      "shape": "bearing",
      "material": "",
      "count": 3,
      "note": ""
    },
    {
      "name": "Chain Link Fence, Typ.",
      "tag": "",
      "shape": "fence",
      "material": "chain link",
      "count": 1,
      "note": "typical"
    }
  ],
  "measurements": [
    {
      "label": "Total Length of Bridge",
      "value": "192'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "Segment 1 length",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "Segment 2 length",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "Segment 3 length",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "Bridge length"
    },
    {
      "label": "EL",
      "value": "151.00",
      "unit": "ft",
      "appliesTo": "Future ground line"
    }
  ],
  "notes": [
    "CHAIN LINK WIRE FENCE, TYP."
  ],
  "labels": [
    "PLAN",
    "FUTURE ACCESS ROAD",
    "EXISTING TRACK",
    "FUTURE TRACK",
    "FUTURE GROUNDLINE",
    "APPROXIMATE EXISTING GROUNDLINE"
  ],
  "description": "Plan view fragment of a bridge showing four bents, front faces of two walls, expansion joints, fixed bearings, a chain-link fence, and plan-notes for future tracks and ground lines with key length dimensions."
}

p01_r07Plan

  • Chain Link Fence, Typ.×1fencechain linktypical

192'-0" ft Total Length of Bridge55'-0" ft Segment 1 length82'-0" ft Segment 2 length55'-0" ft Segment 3 length151.00 ft EL

Page 2

crop

p02_r01 title block

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r01_title_block
Original
p02_r01 title block
{
  "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."
}

p02_r01 title blockNotes

  • CHAIN LINK FENCEfencechain linkCHAIN LINK FENCE SHALL BE PAID FOR AS LF CH LK FENCE, ZC COAT, 6 FT, 9 GA

35 CY 207-020335 CY 207-0203295 CY 211-0200295 CY 211-0200811 SY 500-0100811 SY 500-01002720 LB 520-11252540 LB 520-1125+2 more

crop

p02_r02 typical fill detail at end of bridge ga

page 2 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p02_r02_typical_fill_detail_at_end_of_bridge_ga
Original
p02_r02 typical fill detail at end of bridge ga
{
  "view": "Notes",
  "objects": [
    {
      "name": "AASHTO TYPE II PSC BEAM SPAN",
      "tag": "",
      "shape": "beam span",
      "material": "prestressed concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "AASHTO TYPE III PSC BEAM SPAN",
      "tag": "",
      "shape": "beam span",
      "material": "prestressed concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "STEEL H PILE END BENTS",
      "tag": "",
      "shape": "end bent",
      "material": "steel (H-pile)",
      "count": 2,
      "note": "with MSE wall abutments"
    },
    {
      "name": "CONCRETE INTERMEDIATE BENTS",
      "tag": "",
      "shape": "bent",
      "material": "concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "END POST AND GUARDRAIL ATTACHMENT DETAIL",
      "tag": "",
      "shape": "detail",
      "material": "",
      "count": 4,
      "note": "GA STD 3054 (9-30-02)"
    },
    {
      "name": "BAR BENDING DETAILS",
      "tag": "",
      "shape": "detail",
      "material": "",
      "count": 1,
      "note": "GA STD 3901 (8-69)"
    },
    {
      "name": "CHAIN LINK WIRE FENCE",
      "tag": "",
      "shape": "fence",
      "material": "chain link wire",
      "count": 1,
      "note": "GA STD 9031 IN (8-13-85)"
    },
    {
      "name": "TYPICAL FILL DETAIL AT END OF BRIDGE",
      "tag": "",
      "shape": "detail",
      "material": "",
      "count": 1,
      "note": "GA STD 9037 (9-99)"
    }
  ],
  "measurements": [
    {
      "label": "BEAM SPAN LENGTH TYPE II PSC",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "AASHTO TYPE II PSC BEAM SPAN"
    },
    {
      "label": "BEAM SPAN LENGTH TYPE III PSC",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "AASHTO TYPE III PSC BEAM SPAN"
    },
    {
      "label": "END POST DETAIL LENGTH (option 1)",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL WIDTH (option 1)",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL HEIGHT (option 1)",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL LENGTH (option 2)",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL WIDTH (option 2)",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST DETAIL HEIGHT (option 2)",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    }
  ],
  "notes": [
    "GA STD. 3054 (9-30-02)",
    "GA STD. 3901 (8-69)",
    "GA STD. 9031 IN (8-13-85)",
    "GA STD. 9037 (9-99)"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "description": "Crop is Sheet page 2 listing bridge components and standard details. It specifies two PSC beam spans (55' and 82'), two steel H-pile end bents with MSE wall abutments, two concrete intermediate bents, multiple end post/guardrail attachment references with GA standard details, and standard bar bending, fence, and fill details along with related dimensional notes."
}

p02_r02 typical fill detail at end of bridge gaNotes

  • CHAIN LINK WIRE FENCE×1fencechain link wireGA STD 9031 IN (8-13-85)

55'-0" ft BEAM SPAN LENGTH TYPE II PSC82'-0" ft BEAM SPAN LENGTH TYPE III PSC4'-3" ft-in END POST DETAIL LENGTH (option 1)1'-1" ft-in END POST DETAIL WIDTH (option 1)3'-6" ft-in END POST DETAIL HEIGHT (option 1)4'-6" ft-in END POST DETAIL LENGTH (option 2)1'-1" ft-in END POST DETAIL WIDTH (option 2)3'-6" ft-in END POST DETAIL HEIGHT (option 2)

crop

p02_r02

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Original
p02_r02
{
  "view": "Schedule",
  "objects": [
    {
      "name": "AASHTO TYPE II PSC BEAM SPAN",
      "tag": "",
      "shape": "I-girder",
      "material": "prestressed concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "AASHTO TYPE III PSC BEAM SPAN",
      "tag": "",
      "shape": "I-girder",
      "material": "prestressed concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "STEEL H-PILE END BENTS WITH MSE WALL ABUTMENTS",
      "tag": "",
      "shape": "H-pile end bent",
      "material": "steel (H-pile) and MSE wall abutments",
      "count": 2,
      "note": ""
    },
    {
      "name": "CONCRETE INTERMEDIATE BENTS",
      "tag": "",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "END POST AND GUARDRAIL ATTACHMENT DETAIL",
      "tag": "",
      "shape": "detail",
      "material": "GA. STD. 3054",
      "count": 4,
      "note": ""
    },
    {
      "name": "BAR BENDING DETAILS",
      "tag": "",
      "shape": "detail",
      "material": "GA. STD. 3901",
      "count": 1,
      "note": ""
    },
    {
      "name": "CHAIN LINK WIRE FENCE",
      "tag": "",
      "shape": "fence",
      "material": "GA. STD. 9031IN",
      "count": 1,
      "note": ""
    },
    {
      "name": "TYPICAL FILL DETAIL AT END OF BRIDGE",
      "tag": "",
      "shape": "detail",
      "material": "GA. STD. 9037",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "AASHTO TYPE II PSC BEAM SPAN",
      "value": "55'-0\"",
      "unit": "ft",
      "appliesTo": "AASHTO TYPE II PSC BEAM SPAN"
    },
    {
      "label": "AASHTO TYPE III PSC BEAM SPAN",
      "value": "82'-0\"",
      "unit": "ft",
      "appliesTo": "AASHTO TYPE III PSC BEAM SPAN"
    },
    {
      "label": "END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 L",
      "value": "4'-3\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 L",
      "value": "4'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 W",
      "value": "1'-1\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    },
    {
      "label": "END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 H",
      "value": "3'-6\"",
      "unit": "ft-in",
      "appliesTo": "END POST AND GUARDRAIL ATTACHMENT DETAIL"
    }
  ],
  "notes": [
    "EACH BRIDGE CONSISTS OF"
  ],
  "labels": [
    "EACH BRIDGE CONSISTS OF",
    "GA. STD. 3054 (9-30-02)",
    "GA. STD. 3901 (8-69)",
    "GA. STD. 9031IN (8-13-85)",
    "GA. STD. 9037 (9-99)",
    "SPECIAL DESIGN"
  ],
  "description": "Schedule showing bridge components on sheet page 2: two Type II PSC beams (55 ft), one Type III PSC beam (82 ft), two steel H-pile end bents with MSE wall abutments, two concrete intermediate bents, four end post and guardrail attachment details with two LWH variants, bar bending details, chain-link fence, and typical fill detail per GA standards."
}

p02_r02Schedule

  • CHAIN LINK WIRE FENCE×1fenceGA. STD. 9031IN

55'-0" ft AASHTO TYPE II PSC BEAM SPAN82'-0" ft AASHTO TYPE III PSC BEAM SPAN4'-3" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 L1'-1" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 W3'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 1 H4'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 L1'-1" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 W3'-6" ft-in END POST AND GUARDRAIL ATTACHMENT DETAIL - Variant 2 H

Page 8

crop

p08_r01 for further details see georgia dot spec

page 8 · gdot_drawing_0a6d24ffdd874879a37c7122f1fd8bef_p08_r01_for_further_details_see_georgia_dot_spec
Original
p08_r01 for further details see georgia dot spec
{
  "view": "Section",
  "objects": [
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "3'-0\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "ENDWALL",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "1'-6\" ENDWALL"
    },
    {
      "name": "PREFORMED JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam/joint filler",
      "count": 1,
      "note": "L 1/2\" PREFORMED JOINT FILLER, TYP."
    },
    {
      "name": "PREFORMED FOAM JOINT FILLER",
      "tag": "",
      "shape": "block",
      "material": "foam",
      "count": 1,
      "note": "1\" PREFORMED FOAM JOINT FILLER AROUND PAD, TYP."
    },
    {
      "name": "BARRIER",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "SLAB",
      "tag": "",
      "shape": "rectangular",
      "material": "concrete",
      "count": 1,
      "note": "SLAB"
    },
    {
      "name": "PULL POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "2 7/8\" PULL POST"
    },
    {
      "name": "END POST",
      "tag": "",
      "shape": "cylindrical",
      "material": "steel",
      "count": 1,
      "note": "END POST"
    },
    {
      "name": "FENCE",
      "tag": "",
      "shape": "mesh",
      "material": "galvanized steel",
      "count": 1,
      "note": "ZINC COATED FENCE"
    },
    {
      "name": "POST VERT.",
      "tag": "",
      "shape": "rectangular",
      "material": "steel",
      "count": 1,
      "note": "VERTICAL POST ZINC COATED"
    },
    {
      "name": "CONSTR. JOINT",
      "tag": "",
      "shape": "joint",
      "material": "concrete",
      "count": 1,
      "note": "CONSTR. JOINT"
    }
  ],
  "measurements": [
    {
      "label": "34'-0\"",
      "value": "34'-0\"",
      "unit": "",
      "appliesTo": "top dimension"
    },
    {
      "label": "6'-8\"",
      "value": "6'-8\"",
      "unit": "",
      "appliesTo": "top right dimension"
    },
    {
      "label": "3'-0\" ENDWALL",
      "value": "3'-0\" ENDWALL",
      "unit": "",
      "appliesTo": "left endwall"
    },
    {
      "label": "1'-6\" ENDWALL",
      "value": "1'-6\" ENDWALL",
      "unit": "",
      "appliesTo": "middle endwall"
    },
    {
      "label": "2% slope",
      "value": "2%",
      "unit": "",
      "appliesTo": "section slope"
    }
  ],
  "notes": [
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES."
  ],
  "labels": [
    "SECTION THRU ENDWALL"
  ],
  "description": "This crop is a Section through an endwall and associated barrier assembly, showing endwalls at multiple locations, a barrier, posts, tension bars, a zinc-coated fence, and the adjacent concrete slab. It includes notes on joint fillers and fence installation as part of the endwall detail."
}

p08_r01 for further details see georgia dot specSection

  • FENCE×1meshgalvanized steelZINC COATED FENCE

34'-0" 34'-0"6'-8" 6'-8"3'-0" ENDWALL 3'-0" ENDWALL1'-6" ENDWALL 1'-6" ENDWALL2% 2% slope

crop

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Original
p08_r01
{
  "view": "Section",
  "objects": [
    {
      "name": "Endwall",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": ""
    },
    {
      "name": "Barrier",
      "tag": "",
      "shape": "barrier",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "End Bent",
      "tag": "",
      "shape": "bent",
      "material": "",
      "count": 1,
      "note": "Shown at end/beginning of barrier in section"
    },
    {
      "name": "Fence",
      "tag": "",
      "shape": "fence",
      "material": "chain link zinc coated",
      "count": 1,
      "note": "Fence notes are provided in the notes"
    },
    {
      "name": "Joint Filler",
      "tag": "",
      "shape": "strip",
      "material": "preformed joint filler",
      "count": 1,
      "note": ""
    }
  ],
  "measurements": [
    {
      "label": "Overall length",
      "value": "34'-0\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left endwall width",
      "value": "3'-0\"",
      "unit": "ft",
      "appliesTo": "Endwall"
    },
    {
      "label": "Top right offset",
      "value": "6'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Rightmost clearance",
      "value": "1'-1\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Left offset",
      "value": "1'-8\"",
      "unit": "ft",
      "appliesTo": ""
    },
    {
      "label": "Endwall offset",
      "value": "1'-6\"",
      "unit": "ft",
      "appliesTo": "Endwall"
    },
    {
      "label": "Pull post diameter",
      "value": "2 7/8\"",
      "unit": "in",
      "appliesTo": "Pull Post"
    },
    {
      "label": "Pipe sleeve diameter",
      "value": "4\"",
      "unit": "in",
      "appliesTo": "Pipe Sleeve"
    },
    {
      "label": "Joint filler thickness",
      "value": "1/2\"",
      "unit": "in",
      "appliesTo": "Joint Filler"
    }
  ],
  "notes": [
    "FENCE NOTES:",
    "1. FENCE SHALL BE 9 GAUGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.",
    "2. CAST 4\" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.",
    "3. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4\" DIA. GALVANIZED SLEEVES.",
    "4. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.",
    "5. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14\".",
    "6. SPACE POSTS AT A MINIMUM OF 7'-0\" AND A MAXIMUM OF 10'-0\". PLACE POSTS 1'-0\" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.",
    "7. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894."
  ],
  "labels": [
    "SECTION THRU ENDWALL",
    "SECTION AT ENDWALL"
  ],
  "description": "Cross-section through an endwall and adjacent barrier/fence assembly. It shows endwall dimensions and typical joint filler, plus details of the barrier and fence elements visible in this crop (end bent, posts, and related notes)."
}

p08_r01Section

  • Fence×1fencechain link zinc coatedFence notes are provided in the notes

34'-0" ft Overall length3'-0" ft Left endwall width6'-8" ft Top right offset1'-1" ft Rightmost clearance1'-8" ft Left offset1'-6" ft Endwall offset2 7/8" in Pull post diameter4" in Pipe sleeve diameter+1 more