Drawing to BOQpipeline control sheet
← Mindmapwhat the drawings said

End post

2 pages · 8 crops · ×6

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

The ontology would need an end post component class.

How the sheets named it

END POST

Every dimension read for it8

  • 2"Vertical dimensionp4 · p04_r03
  • 2"vertical dimension at end postp4 · p04_r04 barrier transition end post detail
  • 1'-0"offsetnot attributedp4 · span_1
  • 8"filletnot attributedp4 · span_1
  • 81°-20'-05.0"bearing anglenot attributedp4 · span_1
  • 5'-0"dimension at marked locationsnot attributedp4 · span_1
  • 4'-3"end post offsetp4 · span_1
  • 4'-6"end post offsetp4 · span_1

Notes on the sheets that carry it

  • p2STANDARD 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.
  • p2KEEP THE EXPANSION JOINT AT END BENT CONTINUOUS AROUND END POST.
  • p2INCLUDE COST OF JOINT IN APPROACH SLAB PAYMENT.
  • p2SEE ROADWAY PLANS FOR APPROACH SLAB PAVEMENT.
  • p2VIBRATION 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.
  • p2STEEL H-PILES - USE STEEL FOR H-PILES THAT MEETS THE REQUIREMENTS OF ASTM A 709 GR 50.
  • p2PILE LENGTHS - ERRATIC PILE LENGTHS CAN BE EXPECTED.
  • p2PILE 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.
  • p2SMOOTH 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.
  • p2ABUTMENT SOIL REINFORCING DEVICE INSERTS - INCLUDE THE COST OF FURNISHING AND INSTALLING INSERTS FOR SOIL REINFORCING DEVICES AT ABUTMENT IN THE OVERALL BID SUBMITTED.
  • p2FILL 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.
  • p2STEEL 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 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGMS 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-SUM” SUPERSTRUCTURE CONCRETE.”
  • p2STANDARD 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 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 PAVEMENT.
  • p2GROOVED 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 BEFORE PLACING TRAFFIC ON DECK.
  • p2CHAIN LINK FENCE - CHAIN LINK FENCE SHALL BE PAID FOR AS “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”
  • p2WELDING - 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.
  • p2SPECIAL 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.
  • p2SHOP 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.
  • p2INCIDENTAL 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.
  • p4END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.
  • p4600 BAR QUANTITIES ARE INCLUDED IN SPAN 2.
  • p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
  • p48" FILLET, TYP.
  • p412" PAVING REST
  • p41'-6" ENDWALL
  • p41'-0" EDGEBEAM, TYP.
  • p410" CONCRETE DIAPHRAGM, TYP.
  • p4FENCE POST SPACING

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

Page 2

crop

p02_r13 standard plan modification

page 2 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p02_r13_standard_plan_modification
Original
p02_r13 standard plan modification
{
  "view": "Notes",
  "objects": [
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in standard modification and payment."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Between approach slab and back face paving rest/end post; continuous around end post at end bent."
    },
    {
      "name": "Paving rest",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced as back face paving rest."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint is to be continuous around end post at end bent."
    },
    {
      "name": "Bent",
      "tag": "BENT 1 AND 4",
      "shape": "",
      "material": "",
      "count": 2,
      "note": "Expansion-joint dimension revised at these bents."
    },
    {
      "name": "End bent",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Expansion joint to remain continuous around end post."
    },
    {
      "name": "Approach slab pavement",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "See roadway plans."
    }
  ],
  "measurements": [
    {
      "label": "Expansion joint shown between the approach slab and the back face paving rest and end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "1 3/8\"",
      "unit": "",
      "appliesTo": "BENT 1 AND 4"
    }
  ],
  "notes": [
    "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 PAVEMENT."
  ],
  "labels": [],
  "description": "This crop is a standard plan modification note for an approach slab expansion joint. It directs an increased joint width at Bent 1 and 4 and retains a continuous joint around the end post at the end bent."
}

p02_r13 standard plan modificationNotes

  • End postExpansion joint is to be continuous around end post at end bent.

3/4" Expansion joint shown between the approach slab and the back face paving rest and end post1 3/8" Expansion joint at Bent 1 and 4

crop

p02_r03

page 2 · general_construction_notes_p02_r03
Original
p02_r03
{
  "view": "Notes",
  "objects": [
    {
      "name": "H-piles",
      "tag": "",
      "shape": "H-section",
      "material": "steel",
      "count": null,
      "note": "Specified to meet ASTM A 709 GR 50."
    },
    {
      "name": "Piles",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for driving, pile lengths, vibration monitoring, fill settlement protection, and protective coating."
    },
    {
      "name": "Smooth dowel bars",
      "tag": "",
      "shape": "cylindrical",
      "material": "",
      "count": null,
      "note": "Placed in formed holes and grouted in place."
    },
    {
      "name": "Abutment soil reinforcing device inserts",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Furnishing and installation included in overall bid."
    },
    {
      "name": "Steel diaphragms",
      "tag": "",
      "shape": "",
      "material": "steel",
      "count": null,
      "note": "Optional in lieu of concrete diaphragms shown in plans."
    },
    {
      "name": "Concrete diaphragms",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Shown in plans; steel diaphragms may be used in lieu of these."
    },
    {
      "name": "Beams",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced for diaphragm design and shop drawings."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Standard plan modification and approach slab pavement are noted."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "At end bent; to remain continuous around end post."
    },
    {
      "name": "End post",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced at Bents 1 and 4."
    },
    {
      "name": "Grooved concrete deck",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Entire bridge length to be grooved transversely before placing traffic on deck."
    },
    {
      "name": "Chain link fence",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Pay item stated as “LF CH LK FENCE, ZC COAT, 6FT, 9 GA.”"
    },
    {
      "name": "Swaybracing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To receive special protective coating with piles."
    }
  ],
  "measurements": [
    {
      "label": "Advance notice before driving piles",
      "value": "TWO WEEKS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Dowel-bar hole diameter",
      "value": "3\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Dowel-bar hole depth",
      "value": "12\"",
      "unit": "",
      "appliesTo": "Smooth dowel bars"
    },
    {
      "label": "Minimum pile freeze period",
      "value": "24 HOURS",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Design gust wind speed",
      "value": "140MPH",
      "unit": "",
      "appliesTo": "Steel diaphragms"
    },
    {
      "label": "Expansion joint shown between approach slab and back face paving rest/end post",
      "value": "3/4\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "Expansion joint at Bent 1 and 4",
      "value": "3/8\"",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "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": "Coating extent below ground for end bent piling",
      "value": "2FT",
      "unit": "",
      "appliesTo": "Piles"
    },
    {
      "label": "Coating extent below ground for intermediate bent piling",
      "value": "5FT",
      "unit": "",
      "appliesTo": "Piles"
    }
  ],
  "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 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 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 60 PER SECTION 501 OR GREATER STEEL. ALL COMPONENTS OF THE STEEL DIAPHRAGMS 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-SUM” SUPERSTRUCTURE 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 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 PAVEMENT.",
    "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 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 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",
    "BENT NUMBER",
    "PILE TIP",
    "provide table for 2' above estimated tip elevations"
  ],
  "description": "This crop is a continuation sheet of general bridge construction notes, covering piling, diaphragms, approach slabs, deck grooving, fence, welding, coatings, shop drawings, and incidental work. A partial table at the upper right is headed BENT NUMBER and PILE TIP; its visible entries are shown only as asterisks, and a green markup callout requests a table for estimated tip elevations."
}

p02_r03Notes

  • End postReferenced at Bents 1 and 4.

TWO WEEKS Advance notice before driving piles3" Dowel-bar hole diameter12" Dowel-bar hole depth24 HOURS Minimum pile freeze period140MPH Design gust wind speed3/4" Expansion joint shown between approach slab and back face paving rest/end post3/8" Expansion joint at Bent 1 and 46FT Chain link fence height+3 more

Page 4

crop

p04_r03

page 4 · barrier_end_post_p04_r03
Original
p04_r03
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "rectangular with sloping top profile",
      "material": "",
      "count": 1,
      "note": "Shown transitioning over a 12'-0\" length."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Callout identifies a 12\" paving rest at the end post."
    }
  ],
  "measurements": [
    {
      "label": "Barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "Paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "Vertical dimension",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "Barrier transition end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "Barrier transition slope",
      "value": "1/18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "Scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\""
  ],
  "description": "This crop shows a barrier transition detail in profile/elevation, extending from an end post at the left to a taller barrier section at the right. A sloping paving rest is shown at the end post, and the barrier transition slope is indicated as 1/18."
}

p04_r03Detail

  • end post×1rectangularreinforced concreteLocated at the left end of the barrier transition.

12'-0" Barrier transition length12" Paving rest2" Vertical dimension1'-9½" Barrier transition end height1/18 Barrier transition slope1/4" = 1'-0" Scale

crop

p04_r04

page 4 · barrier_p04_r04
Original
p04_r04
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "BARRIER TRANSITION",
      "shape": "tapered longitudinal barrier profile",
      "material": "",
      "count": 1,
      "note": "Top surface slopes from the end-post end to the full-height barrier."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "inclined rectangular post",
      "material": "concrete",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "PAVING REST",
      "shape": "inclined rectangular paving-rest area",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the end post."
    }
  ],
  "measurements": [
    {
      "label": "PAVING REST",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "vertical offset at barrier transition start",
      "value": "2\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier height at right end",
      "value": "1'-9 1/2\"",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier transition slope",
      "value": "1",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    },
    {
      "label": "barrier transition slope",
      "value": "18",
      "unit": "",
      "appliesTo": "BARRIER TRANSITION"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "This crop shows a longitudinal detail of a tapered barrier transition and its inclined end post. The barrier transition is 12'-0\" long, rising from the end-post end to a right-end height of 1'-9 1/2\", with a diagrammed 1-to-18 slope."
}

p04_r04Detail

  • end postEND POST×1inclined rectangular postconcreteLocated at the left end of the barrier transition.

12" PAVING REST2" vertical offset at barrier transition start12'-0" barrier transition length1'-9 1/2" barrier height at right end1 barrier transition slope18 barrier transition slope

crop

p04_r03 barrier transition detail

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r03_barrier_transition_detail
Original
p04_r03 barrier transition detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "tapered",
      "material": "",
      "count": 1,
      "note": "Shown with a sloping top profile over the transition length."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular post",
      "material": "",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the end post."
    }
  ],
  "measurements": [
    {
      "label": "paving rest",
      "value": "12",
      "unit": "in",
      "appliesTo": "paving rest"
    },
    {
      "label": "vertical dimension",
      "value": "2",
      "unit": "in",
      "appliesTo": "barrier transition"
    },
    {
      "label": "barrier transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "overall end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope diagram vertical",
      "value": "1",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope diagram horizontal",
      "value": "18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "scale",
      "value": "1/4\" = 1'-0\"",
      "unit": "",
      "appliesTo": "Barrier Transition Detail"
    }
  ],
  "notes": [],
  "labels": [
    "BARRIER TRANSITION DETAIL",
    "SCALE: 1/4\" = 1'-0\"",
    "BARRIER TRANSITION"
  ],
  "description": "This crop shows a Barrier Transition Detail. It depicts a tapered barrier transition from an end post and 12-inch paving rest, with dimensions for transition length, initial rise, and end height."
}

p04_r03 barrier transition detailDetail

  • end post×1rectangular postLocated at the left end of the barrier transition.

12 in paving rest2 in vertical dimension12'-0" barrier transition length1'-9½" overall end height1 slope diagram vertical18 slope diagram horizontal1/4" = 1'-0" scale

crop

p04_r04 barrier transition end post detail

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r04_barrier_transition_end_post_detail
Original
p04_r04 barrier transition end post detail
{
  "view": "Detail",
  "objects": [
    {
      "name": "barrier transition",
      "tag": "",
      "shape": "tapered wedge with sloping top",
      "material": "",
      "count": 1,
      "note": "Shown with a 12'-0\" transition length and a 1'-9½\" end height."
    },
    {
      "name": "end post",
      "tag": "",
      "shape": "rectangular base with inclined members",
      "material": "",
      "count": 1,
      "note": "Located at the left end of the barrier transition."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "inclined",
      "material": "",
      "count": 1,
      "note": "Callout points to the inclined element at the end post."
    }
  ],
  "measurements": [
    {
      "label": "PAVING REST",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "transition length",
      "value": "12'-0\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "vertical dimension at end post",
      "value": "2\"",
      "unit": "",
      "appliesTo": "end post"
    },
    {
      "label": "end height",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope",
      "value": "18",
      "unit": "",
      "appliesTo": "barrier transition"
    },
    {
      "label": "slope",
      "value": "1",
      "unit": "",
      "appliesTo": "barrier transition"
    }
  ],
  "notes": [],
  "labels": [],
  "description": "This crop is a side-detail of a barrier transition from an end post. It shows an inclined paving rest at the left and a tapered barrier top over the transition length, with a slope diagram indicating 1 vertical to 18 horizontal."
}

p04_r04 barrier transition end post detailDetail

  • end post×1rectangular base with inclined membersLocated at the left end of the barrier transition.

12" PAVING REST12'-0" transition length2" vertical dimension at end post1'-9½" end height18 slope1 slope

crop

p04_r09 notes of quantity clarification notes

page 4 · gdot_plan_ab5a9057847f41e3bb9d0ead3c6f2c22_p04_r09_notes_of_quantity_clarification_notes
Original
p04_r09 notes of quantity clarification notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "end post",
      "tag": "",
      "shape": "",
      "material": "concrete and bar reinforcing steel",
      "count": null,
      "note": "Quantities included in end span quantities."
    }
  ],
  "measurements": [],
  "notes": [
    "END POST CONCRETE AND BAR REINFORCING STEEL INCLUDED IN END SPAN QUANTITIES.",
    "600 BAR QUANTITIES ARE INCLUDED IN SPAN 2."
  ],
  "labels": [],
  "description": "This crop contains quantity inclusion notes. It states that end post concrete and reinforcing steel are included with end span quantities, and that 600 bar quantities are included in Span 2."
}

p04_r09 notes of quantity clarification notesNotes

  • end postconcrete and bar reinforcing steelQuantities included in end span quantities.
crop

span_1

page 4 · span_1
Original
span_1
{
  "view": "Plan",
  "objects": [
    {
      "name": "deck slab",
      "tag": "",
      "shape": "trapezoidal in plan",
      "material": "",
      "count": 2,
      "note": "Two adjacent deck-plan footprints are shown."
    },
    {
      "name": "beam",
      "tag": "℄ BEAM 1–℄ BEAM 12",
      "shape": "rectangular in plan",
      "material": "",
      "count": 12,
      "note": "Beams 1 through 6 are shown in the upper deck footprint and Beams 7 through 12 in the lower footprint."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 3'-0\" endwall outside exterior beam, typical."
    },
    {
      "name": "endwall",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 1'-6\" endwall."
    },
    {
      "name": "edgebeam",
      "tag": "",
      "shape": "tapered in plan",
      "material": "",
      "count": 4,
      "note": "Called out as 1'-0\" EDGEBEAM, TYP."
    },
    {
      "name": "concrete diaphragm",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "concrete",
      "count": null,
      "note": "Called out as 10\" CONCRETE DIAPHRAGM, TYP."
    },
    {
      "name": "paving rest",
      "tag": "",
      "shape": "rectangular in plan",
      "material": "",
      "count": 2,
      "note": "Called out as 12\" PAVING REST."
    },
    {
      "name": "reinforcement bar",
      "tag": "400A",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "400A is called out once in each deck footprint."
    },
    {
      "name": "fence post",
      "tag": "",
      "shape": "circular symbol in plan",
      "material": "",
      "count": null,
      "note": "Posts are shown along the deck edges with fence post spacing dimensions."
    },
    {
      "name": "end post",
      "tag": "END POST",
      "shape": "circular symbol in plan",
      "material": "",
      "count": 2,
      "note": "One end post is called out at each left-side end."
    }
  ],
  "measurements": [
    {
      "label": "overall deck width",
      "value": "55'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck width division",
      "value": "18'-4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "fence post spacing",
      "value": "9'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-6\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "offset",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "deck edge dimension",
      "value": "1'-9½\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "endwall outside exterior beam",
      "value": "3'-0\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "fillet",
      "value": "8\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bearing angle",
      "value": "81°-20'-05.0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "concrete diaphragm thickness",
      "value": "10\"",
      "unit": "",
      "appliesTo": "concrete diaphragm"
    },
    {
      "label": "paving rest",
      "value": "12\"",
      "unit": "",
      "appliesTo": "paving rest"
    },
    {
      "label": "endwall",
      "value": "1'-6\"",
      "unit": "",
      "appliesTo": "endwall"
    },
    {
      "label": "edgebeam",
      "value": "1'-0\"",
      "unit": "",
      "appliesTo": "edgebeam"
    },
    {
      "label": "gutter to gutter",
      "value": "40'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "out to out",
      "value": "43'-7\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "dimension at marked locations",
      "value": "5'-0\"",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end post offset",
      "value": "4'-3\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "8'-9\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "8'-0\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "fence post spacing",
      "value": "6'-8 13/16\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "deck dimension",
      "value": "17'-4 5/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-5 1/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "52'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "span length",
      "value": "22'-0\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "51'-8 3/8\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 13/16\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "deck dimension",
      "value": "17'-2 3/4\"",
      "unit": "",
      "appliesTo": "deck slab"
    },
    {
      "label": "end post offset",
      "value": "4'-6\"",
      "unit": "",
      "appliesTo": "END POST"
    },
    {
      "label": "fence post spacing",
      "value": "6'-2 3/8\"",
      "unit": "",
      "appliesTo": "fence post"
    },
    {
      "label": "bearing",
      "value": "N 83°-43'-21.7\" E",
      "unit": "",
      "appliesTo": "CONSTRUCTION ℄ SR 21"
    }
  ],
  "notes": [
    "3'-0\" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.",
    "8\" FILLET, TYP.",
    "12\" PAVING REST",
    "1'-6\" ENDWALL",
    "1'-0\" EDGEBEAM, TYP.",
    "10\" CONCRETE DIAPHRAGM, TYP.",
    "FENCE POST SPACING"
  ],
  "labels": [
    "I2-502A",
    "I2-502B",
    "I2-502C",
    "B.F.P.R. BENT 1",
    "PGL WESTBOUND",
    "PGL EASTBOUND",
    "CONSTRUCTION ℄ SR 21",
    "SPAN I",
    "DECK PLAN"
  ],
  "description": "This crop is the SPAN I DECK PLAN. It shows two adjacent trapezoidal deck footprints crossing CONSTRUCTION ℄ SR 21, with twelve numbered beams, endwalls, edgebeams, paving rests, concrete diaphragms, reinforcement callout 400A, and fence-post layout dimensions. PGL WESTBOUND and PGL EASTBOUND are identified within the respective deck-plan areas."
}

span_1Plan

  • end postEND POST×2circular symbol in planOne end post is called out at each left-side end.

55'-0" overall deck width18'-4" deck width division9'-6" fence post spacing6'-6" fence post spacing1'-0" offset1'-9½" deck edge dimension3'-0" endwall outside exterior beam8" fillet+22 more