5 ROADWAY TYPICAL ASPH.docx
DOCX document 44 KB Posted
- Attached to
- RESURFACING OF LAKEVIEW DR, BROAD ST, CEDAR DR, BLUE JAY CT, QUAIL RIDGE DR, WOODPECKER LN, STAPLER
- Solicitation number
- PE-66298-NONST-2026-000000002
- Issued by
- Barrow County, Georgia
About this file
This is a technical specification document for the City of Nicholson, Georgia, detailing roadway resurfacing requirements for a sealed bid contract. The project encompasses approximately 3.14 miles of recycled asphaltic concrete resurfacing and road repair across multiple streets including Lakeview Drive, Broad Street, Cedar Drive, Blue Jay Court, Quail Ridge Drive, Woodpecker Lane, Stapler Drive, New Hope Drive, Peach Street, and James Maxwell Road. Major work elements include patching, OGI (Open Graded Intermediate), recycled asphaltic concrete resurfacing, striping, and shoulder filling. Sealed bids are due by 9:00 a.m. local time on April 23rd, 2026, at the City of Nicholson Office located at 5488 US Highway 441 South, Nicholson, Georgia 30565. The deadline for submitting questions is April 15th, 2026, at 3:00 p.m., with answers provided by April 20th, 2026, at 5:00 p.m. All work shall comply with current GDOT Standard Specifications, applicable Supplemental Specifications, and the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). The work will be awarded as a single contract.
Contract documents, including the Instructions to Bidders, Bid forms, Contract Agreement, Drawings, Specifications, and required bonds (Bid Bond, Performance Bond, and Payment Bond), may be obtained from Irma Robles, City Clerk, at 706-757-3408 or cityclerk@nicholson-ga.com. Bidders must furnish all materials, labor, tools, equipment, and appurtenances necessary to complete the project. The Invitation to Bid was released on March 25th, 2026, with addenda to be emailed to all bidders no later than April 20th, 2026, at 5:00 p.m. No specific pricing information, set-asides, or funding sources are detailed in this specification document.
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Other files
| File | Type | Posted |
|---|---|---|
| 5 ROADWAY TYPICAL ASPH _STAPLER_PEACH.docx | DOCX document | |
| 6 SEC 415_ogi.pdf | ||
| 6 SEC 652.pdf | ||
| 5 ROADWAY TYPICAL ASPH_JAMES MAXWELL_NEW HOPE.docx | DOCX document | |
| 6 SEC 162_165.pdf | ||
| 1COVER SHEET.doc | DOC document | |
| 5_F 150.pdf | ||
| AGREEMENT.doc | DOC document | |
| 5 ROADWAY TYPICAL ASPH_BROAD ST.docx | DOCX document | |
| E_verify affidavit.pdf | ||
| 5_B ss105.pdf | ||
| 5_A104.pdf | ||
| 6 SEC 400.pdf | ||
| 5 BID FORM.doc | DOC document | |
| i_9 2027.pdf | ||
| 5 Nicholson Roads PAVING MAP.pdf | ||
| BID BOND.doc | DOC document | |
| 5_E ss109.pdf | ||
| Security and Immigration AFfidavit.doc | DOC document | |
| 5_D ss108.pdf | ||
| 4 Instruction to Bidder.doc | DOC document | |
| 5 SPECIAL PROVISION.docx | DOCX document | |
| CITY OF NICHOLSON.docx | DOCX document | |
| Corporate Certification.doc | DOC document | |
| 5_C ss107.pdf |
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Text version
ROADWAY TYPICAL
(LAKEVIEW DR, BROAD ST, CEDAR DR, BLUE JAY CT, QUAIL RIDGE DR, WOODPECKER LN)
ROADWAY WIDTH VARIES
SHOULDER FILLING SHOULDER FILLINGMAINTAIN CROSS- SLOPE ¼” cross-slope per ft
SHOULDER VARIES SHOULDER VARIES
NOT TO SCALE
RESURFACED AREA
EXISTING PAVEMENT
PAVEMENT
RETAIN EXISTING PAVEMENT AND MAINTAIN PROPER CROSS SLOPE. PATCHING AND OGI 110 LBS PER SQUARE YARD 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.
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