Attachment A - Concrete Secondary Containment Structure Dimensions.pdf
PDF 118 KB Posted
- Solicitation number
- 22-494DOT-FINAD-B-29191
- Issued by
- Cook County, Illinois
About this file
This document contains the specifications for a concrete secondary containment structure for a 7,000 gallon above ground storage tank, including the required dimensions, material quantities, and capacity to account for precipitation. The Illinois Department of Transportation (IDOT) is requesting bids for the removal and purchase of the above ground storage tank under the FY22 D1 Rodenburg Maint CIF AST storage tank REBID contract opportunity. The key details provided include the specific dimensions of the secondary containment structure, the estimated quantities of materials required such as crushed limestone, rebar, mesh, and concrete, as well as the total secondary containment volume. This information is provided to assist contractors in preparing their bids for the project.
The document notes that the quantities provided are for estimation purposes only, and that the contractor is responsible for having the structure designed and quantified by an Illinois licensed structural engineer. No additional details are provided regarding pricing, set asides, incumbents, funding sources, or other salient contract information.
View the file
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 | ||
| Attachment B - Secondary Containment Structure Specification Sheet.pdf | ||
| BEP Directory 4.26.22.xlsx | XLSX spreadsheet |
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Concrete Secondary Containment Structure Dimensions Based on Secondary Containment Requirements and Tank Size
Concrete Secondary Containment Structure System
One 7,000 gallon tanks (Secondary containment system able to contain tank volume and accounting for precipitation)
Largest Tank Volume V (GAL) 7000.00
Largest Tank Volume V (FT^3) 935.83
Containment Wall Height H (LF) 2.00
Length D1 (LF) 16.00
Length D2 (LF) 29.24
Accounting for Precipitation
25 year, 24 hour rainfall event (ISWS Bulletin 75) (inches) 6.20
Tank Precipitation Volume 334.80
Volume Required for Secondary Containment accounting for precipitation 1270.63
Containment Wall Height H (LF) 2.00
Length D1 (LF) 18.00
Length D2 (LF) 35.30
Secondary Containment Structure Size
8.5 FT tank diameter
Length D1 (FT) (5FT at outside) 18
Length D2 (FT) (2FT at outside and 6 FT at other ouside to provide space for tank piping system) 36
Containment Wall Height (FT) 2
Secondary Containment Volume (FT^3) 1296.00
Crushed Limestone (Tons) 36
Rebar (Lbs.) 622
Mesh (SY) 89
Concrete (CY) 26
Quantity Estimates (Net)
QUANTITIES SHOWN ABOVE ARE FOR ESTIMATION PURPOSE, IT IS CONTRACTOR'S RESPONSIBILITY TO HAVE THE STRUCTURE DESIGNED
AND QUANTIFIED BY A ILLINOIS LICENSED STRUCTURAL ENGINEER.
Attachment A
File details come from the government source that posted it. Updated .