Attachment B - Secondary Containment Structure Specification Sheet.pdf
PDF 54 KB Posted
- Attached to
- FY22 D1 Rodenburg Maint CIF AST storage tank
- Solicitation number
- 22-494DOT-DISTR-B-26705
- Issued by
- Cook County, Illinois
About this file
This document is a specification sheet for a secondary containment structure for an above-ground storage tank related to an IDOT (Illinois Department of Transportation) contract opportunity. The specification sheet details the construction requirements for the 8-inch concrete wall and slab, including a 2% pitch to the floor drain, water stop, reinforcement, and sump box. The contractor is responsible for coordinating the location and orientation of the structure with IDOT. This contract opportunity is for the removal and purchase of an above-ground storage tank, with electronic submissions required per CPO Notice 2020.06.
The specification sheet provides estimated quantities for the concrete, reinforcement, and other materials, but notes that the contractor is responsible for having the structure designed by a licensed structural engineer. The contract opportunity does not provide any information on pricing terms, set asides, incumbents, funding sources, or other salient details beyond the technical specifications and electronic submission requirement.
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Other files
| File | Type | Posted |
|---|---|---|
| Forms B~35.docx | DOCX document | |
| Forms A~23.docx | DOCX document | |
| B-26705 Utilization Plan Version 21.0.pdf | ||
| IFB Storage Tank Removal and Replacement.docx | DOCX document | |
| Attachment A - Concrete Secondary Containment Structure Dimensions.pdf | ||
| Copy of BEP ADDENDUM b-26705~1.pdf | ||
| Rodenburg Facility Satelite View- Location of Asphalt Tank.jpeg | JPEG file | |
| Attachment - Notice of Electronic Submission Only v.22.1~7.pdf | ||
| IDOT Performance Bond.pdf | ||
| BEP Directory 1.10.22.xlsx | XLSX spreadsheet | |
| Veterans Directory 1.10.22.xlsx | XLSX spreadsheet | |
| 571 60 17D1 Asphalt Tank with Pump.docx | DOCX document |
Show all 12
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Text version
TO EXTERIOR
PITCH TO DRAIN
INTO FLOOR SLAB W/ 2'-O" HOOK
HORZ AND 2'-0" O.C. VERT. DOWEL
8" CONCRETE WALL W/ #5'S 12" O.C.
CONT. WATER STOP
KEY WALL AND SLAB
ONE MONOLITHIC POUR
VAPOR BARRIER.
EPOXY COATED HIGHWAY MESH AND 6 MIL
8" CONCRETE SLAB W/ 1 LAYER 6X6 6/6
SUMP BOX
12"X12"X6"
8"
GRADE
36'
NOTE:
SUMP BOXSUMP BOX
TANK
PLAN VIEW
NOT TO SCALE
TYPICAL WALL SECTION
NOT TO SCALE
TYPICAL SECTION AT SUMP BOX
NOT TO SCALE
2%
% 2
OVER COMPACTED SUBGRADE
8" CRUSHED LIMESTONE
STRUCTURAL ENGINEER.
QUANTIFIED BY A ILLINOIS LICENSED
TO HAVE THE STRUCTURE DESIGNED AND
PURPOSE, IT IS CONTRACTOR'S RESPONSIBILITY
QUANTITIES SHOWN ARE FOR ESTIMATION
TRANSPORTAION (IDOT).
ORIENTATION WITH ILLINOIS DEPARTMENT OF
CONTRACTOR TO COORDINATE LOCATION AND
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
CONTRACT NO.
SCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FILE NAME USER NAME =
PLOT SCALE = $SCALE$
PLOT DATE = $DATE$
DATE
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED
F.A.
PLAN AND DETAILS
SECONDARY CONTAINMENT STRUCTURE
SHEET OF SHEETS STA. TO STA.
-$MODELNAME$
Attachment B
File details come from the government source that posted it. Updated .