M011C Attachment_K_LMIG Typical WHITEWATER RD.pdf
PDF 240 KB Posted
- Solicitation number
- PE-77252-NONST-2024-000000006
- Issued by
- Jones County, Georgia
About this file
This document appears to be a Typical Section for the Whitewater Road 2024 LMIG (Local Maintenance & Improvement Grant) project in Irwin County, Georgia. The project scope involves paving the existing road surface with 9.5mm Superpave asphalt concrete, leveling existing shoulders, replacing rumble strips per GDOT standards, and patching areas with recycled asphalt concrete. The typical section indicates variable pavement widths, with a minimum of 2 feet of shoulder area. All grading, including borrow material, is to be included in the price bid per mile.
The pricing terms, funding sources, and other contractual details are not provided in this document. This appears to be a technical specification sheet outlining the typical pavement section and related construction requirements for the Whitewater Road LMIG project in Irwin County.
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Other files
| File | Type | Posted |
|---|---|---|
| 00030 BidAdv.pdf | ||
| M011B ATTACHMENT_K_LMIG Typical ALAPAHA RD.pdf | ||
| 00300 BidProposal.pdf | ||
| M011D Attachment K SUMMARY SHEET.pdf | ||
| M011A Attachment _K_Location Map.pdf | ||
| Addendum _1.pdf |
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Text version
TYPICAL SECTION
IRWIN COUNTY 2024 LMIG - SWE #23-3487
TYPICAL SECTION
WHITEWATER ROAD
IRWIN COUNTY 2024 LMIG
SW
STATEWIDE ENGINEERING, INC.
ENGINEERS - SURVEYORS - PLANNERS
AutoCAD SHX Text
PLOT DATE: 2/27/2024
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EXISTING SHOULDERS
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AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text ASPHALTIC CONCRETE 9.5MM SUPERPAVE Type 1, Blend 1, Incl Bitum Matl & H Lime @135 LBS/ SQ YD
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 TO BE LEVELED WITH ASPH CONC OPEN GRADED CRACKED RELIEF INTERLAYER AS DIRECTED BY THE ENGINEER
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THIS TYPICAL SECTION APPLIES TO: WHITEWATER ROAD
AutoCAD SHX Text CADD FILE: S:\23\23-3487 Irwin 2024 LMIG\LMIG Typical.dwg
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 2' OR DISTANCE TO SHOULDER POINT, WHICHEVER IS THE LESSER WITH A MINIMUM OF 2' REQUIRED AT ALL LOCATIONS.
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DISTANCE TO SHOULDER POINT
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EXISTING SHOULDER POINT
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EXISTING PAVEMENT
AutoCAD SHX Text ALL GRADING INCLUDING ANY BORROW MATERIAL, SHALL BE INCLUDED IN PRICE BID FOR GRADING PER MILE.
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* SEE SUMMARY SHEET FOR VARIABLE WIDTHS.
AutoCAD SHX Text RECYCLED ASPH CONCRETE 25mm PATCHING, INCL BITUM MATL & H LIME @ 550 LBS/SY
AutoCAD SHX Text
516 EAST ASHLEY STREET DOUGLAS, GEORGIA (912) 384-7723
| Sheets and Views |
| LMIG Typical-WHITEWATER RD |
File details come from the government source that posted it. Updated .