5 SPECIAL PROVISION.docx
DOCX document 42 KB Posted
- Attached to
- Paving Project
- Solicitation number
- PE-77081-NONST-2026-000000009
- Issued by
- Dooly County, Georgia
About this file
This is a Special Provision document outlining roadway resurfacing and maintenance requirements for pavement work on Limo Road, Owens Road, and Ernest Brown Road (from Owens Road to Welcome Church Road). The project requires retaining existing pavement while maintaining proper cross-slope conditions. Work specifications include selective patching as directed by the engineer with a minimum depth of 4 inches, followed by full-width paving with 220 pounds per square yard of 19mm material or as directed by the engineer. Additionally, the roadway must be resurfaced across the full width with 135 pounds per square yard of recycled asphaltic concrete (9.5mm Superpave, GP 2 only), which includes bituminous material and hydrated lime.
The document includes a technical diagram illustrating typical roadway width, varying shoulder widths, and cross-slope requirements, with annotations identifying areas requiring patching and resurfacing. No specific pricing terms, contract duration, award dates, or other administrative details are provided in this special provision. The document serves as a technical specification guide for contractors performing the pavement work, with all work subject to engineer approval and direction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2 Invitation to Bid.doc | DOC document | |
| 5 ROADWAY TYPICAL ASPH.docx | DOCX document | |
| 3 Instruction to Bidder.doc | DOC document | |
| 6 SEC 400.pdf | ||
| 5_E ss109.pdf | ||
| 5 SPECIAL PROVISIONS FOR FDR_ERNEST BROWN RD.docx | DOCX document | |
| Security and Immigration AFfidavit.doc | DOC document | |
| 4 BID FORM.doc | DOC document | |
| i_9 2027.pdf | ||
| AGREEMENT.doc | DOC document | |
| 6 SEC 652.pdf | ||
| 5_C ss107.pdf | ||
| 5_D ss108.pdf | ||
| 6 SEC 162_165.pdf | ||
| 6 SEC 315.pdf | ||
| 5 ROADWAY TYPICAL ASPH_ERNEST BROWN RD (1).docx | DOCX document | |
| E_verify affidavit.pdf | ||
| BID BOND.doc | DOC document | |
| 5_F 150.pdf | ||
| 5 PROJECT MAP.pdf | ||
| 5_A104.pdf | ||
| Corporate Certification.doc | DOC document | |
| 5_B ss105.pdf |
Show all 23
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
ROADWAY TYPICAL
ROADWAY WIDTH VARIES
MAINTAIN CROSS- SLOPE ¼” cross-slope
SHOULDER VARIES SHOULDER VARIES
NOT TO SCALE
RESURFACED AREA
EXISTING PAVEMENT
PAVEMENT
LIMO RD, OWENS RD AND ERNEST BROWN RD(OWENS RD TO WELCOME CHURCH RD)
RETAIN EXISTING PAVEMENT AND MAINTAIN PROPER CROSS SLOPE. PATCH(AS DIRECTED BY ENGINEER) AND PAVE FULL WIDTH WITH 220 LBS PER SQUARE YARD OF 19MM OR AS DIRECTED BY ENGINEER. RESURFACE FULL WIDTH WITH 135 LBS PER SQUARE YARD RECYCLED ASPHALTIC CONCRETE 9.5MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME.
****ALL PATCHING WILL BE 4” IN DEPTH OR AS DIRECTED BY ENGINEER.
image1.gif
File details come from the government source that posted it. Updated .