Plans-005657A-signed.pdf
PDF 8 MB Posted
- Attached to
- FY 2025 - Pavement Preservation - Package 4
- Solicitation number
- 25-0669-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
These engineering design plans detail the FY2025 Countywide Pavement Preservation project for Eagle Lane and Birdie Lane in Pinellas County, Florida, prepared by Pinellas County Public Works. The project involves milling existing asphalt pavement to a depth of 1.5 inches and resurfacing with Type SP 12.5 Structural Course (Traffic C) across approximately 1.42 miles of roadway. The project includes comprehensive road reconstruction activities such as milling roadway width to depth over curbs, adjusting road elevations, addressing drainage requirements, and implementing specific pavement treatment techniques. The design plans include detailed technical specifications for road sections, shoulder treatments, and inductive loop detector positioning for traffic signals.
The project documentation indicates a systematic approach to pavement preservation, with precise engineering specifications for base preparation, surface course application, and roadway geometry. The plans incorporate detailed core sampling and material assessment, with specific notes about compaction, stabilization, and matching existing road conditions. The project uses standard Pinellas County and Florida Department of Transportation (FDOT) design guidelines, with particular attention to maintaining proper road elevation, drainage, and utility considerations. The design accounts for various road section types, including curb and gutter configurations, and provides comprehensive details for contractors regarding construction limits, material specifications, and technical implementation requirements.
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Text version
PID 25-0669-005657A
FY2025 COUNTYWIDE PAVEMENT PRESERVATION
EAGLE LN & BIRDIE LN
FINANCIAL PID 005700A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORIDA
93254
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
NOTE: SEE SHEET 7 FOR CORE LOCATION MAPS
Feet 60300 15
| Sheets and Views |
| 1 005657A - KEY |
| 2 005657A - GENERAL NOTES |
| 3 ROAD TYPICAL SECTION |
| 4 005657A - 3 |
| 5 005657A - 4 |
| 6 005657A - 5 |
| 7 CORE LOCATION MAP_1 |
| 8 005657A - Typical Sections A_B |
| 9 005657A - Typical Section C |
| 10 005657A - LOOP DETAIL |
| 2025-05-19T14:27:15-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .