5 ROADWAY TYPICAL ASPH_BROAD ST.docx

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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 roadway typical section drawing for the City of Nicholson, Georgia, detailing construction specifications for Broad Street resurfacing as part of 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. The bid submission deadline is April 23, 2026, at 9:00 a.m. local time at the City of Nicholson Office, with a question deadline of April 15, 2026, at 3:00 p.m. and responses to be provided by April 20, 2026, at 5:00 p.m. The contract will be awarded as a single contract encompassing all work, which shall be completed in accordance with Plans, Special Provisions, GDOT Standard Specifications, applicable Supplemental Specifications, and the Manual on Uniform Traffic Control Devices (MUTCD).

The work scope includes patching, OGI (oil and stone), recycled asphaltic concrete resurfacing, striping, and shoulder filling on all designated roadways. Specifications for Broad Street require retention of existing pavement with proper cross-slope maintenance, patching and resurfacing at full width with 110 pounds per square yard of OGI topped with 135 pounds per square yard of recycled asphaltic concrete 9.5mm Superpave GP 2, including bituminous material and hydrated lime. Shoulder filling on both sides is required where needed, with roadway width maintained at 20 feet and feathering into gutters. Contract documents, including Instructions to Bidders, Bid forms, drawings, specifications, and bond forms, are available from Irma Robles, City Clerk, at 706-757-3408 or cityclerk@nicholson-ga.com.

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Text version

ROADWAY TYPICAL

BROAD STREET

ROADWAY WIDTH VARIES

FEATHER TOPPING INTO GUTTER

MAINTAIN CROSS- SLOPE ¼” cross-slope per ft

SHOULDER FILLING +/

SHIFT CL MAINTAIN 20’ ROADWAY

R/R

SHOULDER VARIES

NOT TO SCALE

RESURFACED AREA

2’ WIDENING(BY OTHERS)

EXISTING PAVEMENT

PAVEMENT

CURB & GUTTER(BY OTHERS)

RETAIN EXISTING PAVEMENT AND MAINTAIN PROPER CROSS SLOPE. PATCH AND RESURFACE FULL WIDTH WITH 110 LBS PER SQUARE YARD OF OGI AND TOP WITH 135 LBS PER SQUARE YARD RECYCLED ASPHALTIC CONCRETE 9.5MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME. AS DIRECTED BY ENGINEER.

SHOULDER FILLING BOTH SIDES WHERE NEEDED.

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