Sidewalk Detail.pdf
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- Solicitation number
- 36C24225B0009
About this file
The document is a technical drawing detailing concrete sidewalk construction specifications for the Northport Mill and Fill Project (Solicitation No. 36C24225B0009). The drawing provides precise technical requirements for sidewalk installation, including:
Specific construction details such as 1-inch deep contraction joints at 15-foot intervals, 1/4-inch radius tooled joints, Class "B" concrete, and 6 x 6 W2.9 x W2.9 welded wire fabric. The drawing includes notes on expansion joint placement, bituminous joint filler, sidewalk grading (1.5% min/2% max slope), and concrete finishing techniques using float, steel trowel, and broomed surface. Expansion joints are to be located where sidewalks abut concrete driveways, curbs, and other structures, with maximum 60-foot spacing between joints.
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Text version
AutoCAD SHX Text
AutoCAD SHX Text
NTS
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 8. 6 X 6 W2.9 X W2.9 WELDED WIRE FABRIC.6 X 6 W2.9 X W2.9 WELDED WIRE FABRIC.
AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.
AutoCAD SHX Text
TOP OF CURB
AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS
AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY
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CLASS "B" CONCRETE
AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER
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1% MIN. 2% MAX.
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1% MIN. 2% MAX.
AutoCAD SHX Text [152mm]
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6" MIN.
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VARIES
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PER PLANS
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0' MIN.
AutoCAD SHX Text 10.5' MAX. [3200mm]
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TYPICAL SECTION
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EXPANSION AND SCORED JOINT DETAIL
AutoCAD SHX Text [5mm]
AutoCAD SHX Text 3/16"
AutoCAD SHX Text [102mm]
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4" (TYP)
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60' MAX.
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
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60' MAX.
AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT
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SEE NOTE 7
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(TYP)
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PLANS
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PER
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PER
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PLANS
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PLAN
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6 X 6 W2.9 X W2.9 WWF
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SCALE :
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CAD DETAIL NO.:
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DATE ISSUED:
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DETAIL TITLE /
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CONCRETE SIDEWALK
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SD320523-18.DWG
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DECEMBER 2008
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NONE
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