Attachment B - Secondary Containment Structure Specification Sheet.pdf
PDF 54 KB Posted
- Solicitation number
- 22-494DOT-FINAD-B-29191
- Issued by
- Cook County, Illinois
About this file
This document is an attachment containing the specifications for a secondary containment structure that is part of a state and local contract opportunity issued by the Illinois Department of Transportation (IDOT). The specification sheet provides details on the concrete wall and slab construction, including the required thickness, reinforcement, drainage, and sump box. The quantities shown are for estimation purposes only, and the contractor is responsible for coordinating the location and orientation with IDOT. This contract opportunity is for the removal and purchase of an above-ground storage tank, and IDOT is only accepting electronic submissions. The contract opportunity ID is 66aaec697cf5b14e190ba760, and it is part of IDOT's FY22 D1 Rodenburg Maintenance CIF AST storage tank project. The contract details, including the term and any renewal options, are not provided in the attachment.
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Other files
| File | Type | Posted |
|---|---|---|
| B-29191 Notice of Award Form SPO Signed.pdf | ||
| Veterans Directory 4.26.22.xlsx | XLSX spreadsheet | |
| B-29191 IFB Storage Tank Removal and Replacement REBID.docx | DOCX document | |
| Forms A~23.docx | DOCX document | |
| B-29191 Utilization Plan Version 21.0.pdf | ||
| IDOT Performance Bond.pdf | ||
| Copy of BEP ADDENDUM B-29191.xlsx | XLSX spreadsheet | |
| 571 60 17D1 Asphalt Tank with Pump.docx | DOCX document | |
| Rodenburg Facility Satelite View- Location of Asphalt Tank.jpeg | JPEG file | |
| Forms B~35.docx | DOCX document | |
| Attachment - Notice of Electronic Submission Only v.22.1~7.pdf | ||
| BEP Directory 4.26.22.xlsx | XLSX spreadsheet | |
| Attachment A - Concrete Secondary Containment Structure Dimensions.pdf |
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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 .