Project_A_-_Anclote_Blvd_(Seminole_St_-_ALT_19)__Plans.pdf
PDF 5 MB Posted
- Solicitation number
- 26-0363-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a project plans document for Pinellas County, Florida's Fiscal Year 2027 Pavement Preservation Package 3, specifically detailing the Anclote Boulevard (Seminole Street to Alternative Route 19) milling and resurfacing project under PID 26-0363-006824A. The project involves milling the existing asphalt pavement to a depth of 2 inches and applying a Type SP 12.5 structural course resurfacing material with traffic classification C across two typical sections: Station 22+54.21 to Station 124+63.52 and Station 124+63.52 to Station 128+39.79. The resurfacing work will utilize a 2 percent slope or as directed by the engineer with a maximum of 4 percent slope. The plans were prepared by Professional Engineer Jeffrey S. Thompson and finalized on June 30, 2026. This project is part of a larger countywide pavement preservation initiative comprising four paving locations totaling approximately 38.92 lane miles, consisting of one arterial project and three local neighborhood projects.
The project plans document does not specify pricing terms, set-asides, or other financial details such as funding sources or contract amounts. The document serves as the technical specifications and design plans necessary for bidders to understand the scope of work required for the Anclote Boulevard milling and resurfacing portion of the FY2027 package, with the understanding that this represents a component of Pinellas County's comprehensive pavement preservation program focused on promoting traffic safety and efficiency across the county's roadway network.
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Text version
PID 26-0363-006824A
FY2027 COUNTYWIDE PAVEMENT PRESERVATION
ANCLOTE BLVD (SEMINOLE ST - ALT 19)
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORI. A
93254
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
TYPICAL SECTION
(STA. 22+54.21 - STA. 124+63.52)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
TYPICAL SECTION
(STA. 124+63.52 - STA. 128+39.79)
Feet
40200 10
| 2026-06-30T11:01:51-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .