M011B ATTACHMENT_K_LMIG Typical ALAPAHA RD.pdf
PDF 244 KB Posted
- Solicitation number
- PE-77252-NONST-2024-000000006
- Issued by
- Jones County, Georgia
About this file
This document is a typical section drawing for the Alapaha River Road project in Irwin County, Georgia as part of the 2024 Local Maintenance & Improvement Grant (LMIG) program. The project involves the reconstruction of the existing road shoulders and the application of a 9.5mm recycled asphalt concrete surface course at 135 lbs/sy along the roadway. The contractor is required to match the existing slopes and fill the shoulders to provide a smooth transition to the new pavement. Additional requirements include patching the road surface with 25mm recycled asphalt concrete at 550 lbs/sy, replacing any existing rumble strips, and paving all street and paved driveways a minimum of 3 feet. All grading, including any borrow material, is to be included in the price bid for grading per mile.
The pricing for this project is based on a cost per mile for the grading work and the application of the asphalt concrete surface courses. There are no set-asides or incumbents mentioned in the document. The project is funded through the 2024 LMIG program, but the specific funding amounts and sources are not provided.
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Other files
| File | Type | Posted |
|---|---|---|
| 00030 BidAdv.pdf | ||
| 00300 BidProposal.pdf | ||
| M011D Attachment K SUMMARY SHEET.pdf | ||
| M011A Attachment _K_Location Map.pdf | ||
| Addendum _1.pdf | ||
| M011C Attachment_K_LMIG Typical WHITEWATER RD.pdf |
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Text version
TYPICAL SECTION
IRWIN COUNTY 2024 LMIG - SWE #23-3487
SW
STATEWIDE ENGINEERING, INC.
ENGINEERS - SURVEYORS - PLANNERS
TYPICAL SECTION
ALAPAHA RIVER ROAD
IRWIN COUNTY 2024 LMIG
AutoCAD SHX Text
PLOT DATE: 2/27/2024
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 6%
AutoCAD SHX Text 6%
AutoCAD SHX Text CADD FILE: C:S:\23\23-3487 Irwin 2024 LMIG\LMIG Typical.dwg
AutoCAD SHX Text RECYCLED ASPH CONCRETE 9.5mm SUPERPAVE, TYPE 1 BLEND 1 , INCL BITUM MATL & H LIME @ 135 LBS/SY
AutoCAD SHX Text
EXISTING SHOULDERS
AutoCAD SHX Text
PROPOSED RECONSTRUCTION OF EXISTING SHOULDER
AutoCAD SHX Text
MATCH EXIST SLOPE
AutoCAD SHX Text
MATCH EXIST SLOPE
AutoCAD SHX Text
THIS TYPICAL SECTION APPLIES TO ALAPAHA RIVER ROAD
AutoCAD SHX Text 4' OR DISTANCE TO SHOULDER POINT, WHICHEVER IS THE LESSER WITH A MINIMUM OF 2' REQUIRED AT ALL LOCATIONS
AutoCAD SHX Text
EXISTING SHOULDER POINT
AutoCAD SHX Text RECYCLED ASPH CONCRETE 25mm PATCHING, INCL BITUM MATL & H LIME @ 550 LBS/SY
AutoCAD SHX Text THE CONTRACTOR SHALL PAVE ALL STREET AND PAVED DRIVEWAYS A MINIMUM OF 3 FEET TO PROVIDE FOR A SMOOTH WELL DRAINED INTERSECTION.
AutoCAD SHX Text THE CONTRACTOR SHALL REPLACED ALL EXISTING RUMBLE STRIPS IN ACCORDANCE WITH ATTACHED GDOT CONSTRUCTION DRAWING T-19.
AutoCAD SHX Text FILL EXISTING SHOULDERS AT VARIABLE DEPTH AS REQUIRED TO PROVIDE A SMOOTH GRADE FROM THE NEW PAVEMENT ELEVATION TYING INTO EXISTING EARTH SHOULDER.
AutoCAD SHX Text ALL GRADING INCLUDING ANY BORROW MATERIAL, SHALL BE INCLUDED IN PRICE BID FOR GRADING PER MILE.
AutoCAD SHX Text
* SEE SUMMARY SHEET FOR VARIABLE WIDTHS.
AutoCAD SHX Text
516 EAST ASHLEY STREET DOUGLAS, GEORGIA (912) 384-7723
| Sheets and Views |
| LMIG Typical-ALAPAHA ROAD |
File details come from the government source that posted it. Updated .