Project_A_-_Alderman_Rd_(ALT_19_-_Regal_Oaks_Blvd)__Plans.pdf
PDF 11 MB Posted
- Solicitation number
- 26-0364-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a project plan document for Pinellas County, Florida's Fiscal Year 2027 Pavement Preservation Package 4, prepared by professional engineer Jeffrey S. Thompson. The project involves milling and resurfacing work on Alderman Road, specifically the section designated as Alternative 19 - Regal Oaks Boulevard. The work includes milling the existing asphalt pavement to a depth of 2 inches and resurfacing with Type SP 12.5 structural course (Traffic C) material, also 2 inches in depth. The project encompasses multiple segments of Alderman Road, including stations 10+94.17 to 89+13.57, 91+52.55 to 117+95.79 on both northside and southside sections, and 126+60.74 to 152+19.73, with typical cross-sections showing a 2 percent grade or as determined by the engineer. The document includes typical section drawings with scale references and notes directing to Sheet 27 for core location mapping.
The pavement preservation work is part of a broader FY2027 countywide initiative consisting of five paving locations totaling approximately 34.81 lane miles, comprising one arterial project and four local neighborhood projects. This Alderman Road segment represents a component of Pinellas County's comprehensive milling and resurfacing program aimed at promoting traffic safety and efficiency throughout the county's roadway network. The document, finalized on June 30, 2026, provides the technical specifications and site plans necessary for contractor bidding and project execution.
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Text version
PID 26-0364-006765A
FY2027 COUNTYWIDE PAVEMENT PRESERVATION
ALDERMAN ROAD (ALT 19 - REGAL OAKS BLVD)
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")
STA. 10+94.17 TO STA. 89+13.57
TYPICAL SECTION
* 2% (OR AS DETERMINED BY THE ENGINEER)
ALDERMAN RD
STA. 91+52.55 TO (NORTHSIDE STA. 114+89.27), (SOUTHSIDE STA. 114+79.31)
(NORTHSIDE STA. 117+89.46), (SOUTHSIDE STA. 117+95.79) TO STA. 126+60.74
STA. 126+60.74 TO STA. 152+19.73
TYPICAL SECTION
* 2% (OR AS DETERMINED BY THE ENGINEER)
ALDERMAN RD
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
NOTES: SEE SHEET 27 FOR CORE LOCATION MAP
Feet
40200 10
| 2026-06-30T11:09:24-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .