Project_A_-_Anclote_Blvd_(Seminole_St_-_ALT_19)__Plans.pdf

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Attached to
Fiscal Year 2027 Pavement Preservation - Package 3
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 .