DRAFT_SHEET2_2.pdf
PDF 125 KB Posted
- Attached to
- DNR Day Use Privy, Kaskaskia
- Solicitation number
- 19-422DNR-LNDMG-B-5146
- Issued by
- Pope County, Bartelso Village, Illinois
About this file
This document appears to be a technical drawing and details for a proposed sidewalk and concrete apron construction project at the Kaskaskia River / Baldwin Lake day use area. The key details include:
The project involves constructing a new 6-inch concrete sidewalk with a maximum 5% running slope and 2% cross slope, as well as a concrete apron the full width of an existing building. The sidewalk will feature control joints every 5 feet and expansion joints every 15 feet, and will slope 1/4 inch per foot away from the building. Reinforcement includes 6x6 welded wire fabric and #3 continuous rebars. The construction area is approximately 20 linear feet. No specific bid, award, or contract term details are provided.
The document also includes notes on the maximum allowable slopes for accessibility, as well as details on the 6-inch compacted CA-6 base material and other construction specifications. There are no details provided on pricing, funding sources, set-asides, or incumbent contractors.
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Other files
| File | Type | Posted |
|---|---|---|
| Day Use V.T. scope~1.docx | DOCX document | |
| DRAFT_SHEET3.pdf | ||
| DRAFT_SHEET4.pdf | ||
| DRAFT_SHEET_2OF1.pdf |
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Text version
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ARCHITECT/ENGINEER
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DATE
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SEAL
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DRAWN BY
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CHECKED
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BY
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TRACED BY
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PREPARED
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BY
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APPROVED
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BY
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APPROVED
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BY
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NO.
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REMARKS
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DATE
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APPROVED
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REVISIONS
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AutoCAD SHX Text H
AutoCAD SHX Text 1/2" = 1'-0"
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SIDEWALK DETAIL TYP.
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AutoCAD SHX Text 1/2" = 1'-0"
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CONC. APRON AT TOILET
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CONCRETE APRON THE FULL WIDTH OF THE BUILDING
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6" COMPACTED CA-6 BASE
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W1.4 X W1.4 WELDED WIRE FABRIC
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WALL OF TANK
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5/8" DIAMETER SMOOTH COATED DOWELS 24" LENGTHS, 18" O.C. EPOXY INTO SLAB
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6" COMPACTED CA-6 BASE
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FILL (TYP)
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EXISTING GRADE
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CUT AS REQUIRED FOR POSITIVE DRAINAGE
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1:3 MAX
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1:3 MAX
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1:3 MAX
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VARIES +/- 14' - 16'
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AREA OF DISTURBANCE
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NOTES: MAX RUNNING SLOPE 5% (1:20) MAX CROSS SLOPE 2% (1:50)
AutoCAD SHX Text 6" CONCRETE SIDEWALK, 4500 PSI MIN. COMPRESSIVE STRENGTH WITH 6" X 6" - W1.4 X W1.4 WWF (BROOM FINISH). CONTROL JOINTS 5' O.C. AND EXPANSION JOINTS 15' O.C.
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SLOPE CONCRETE WALKWAY " 14" PER FOOT AWAY FROM THE BUILDING
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2 - #3 REBARS CONTINUOUS
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EXPANSION JOINT
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EXISTING PARKING LOT
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EXISTING 5' SIDEWALK
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ACTUAL LENGTH
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MAY VARY
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PROPOSED VAULT TOILET
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CONSTRUCT NEW VAULT TOILET
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AT DAY USE AREA
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KASKASKIA RIVER / BALDWIN
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LAKE
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AutoCAD SHX Text 11-15-2018
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TYPICAL PROPOSED SIDEWALK LAYOUT DETAIL
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| Sheets and Views |
| CIVIL SHEET 2013 #2-Layout1 |
File details come from the government source that posted it. Updated .