BELCHER_RD_(BELLEAIR_RD_-_EAST_BAY_DR)_-_Plans.pdf
PDF 7 MB Posted
- Solicitation number
- 26-0361-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 1, specifically detailing the Belcher Road resurfacing project between Belleair Road and East Bay Drive. The project involves milling existing asphalt pavement to a depth of 2 inches and resurfacing with SP 12.5 structural course material (Traffic C) across three distinct segments: Station 21+47.35 to 31+27.21, Station 31+27.21 to 97+07.89, and Station 97+07.89 to 101+49.38. The plans include typical cross-sections with 2 percent grade (or as directed by the engineer up to 4 percent maximum), and the project documentation consists of 21 sheets including general notes, typical sections, detailed station-by-station plans from 20+00.00 to 101+89.44, core location maps, and loop details. The plans were prepared by professional engineer Jeffrey S. Thompson (Florida PE #93254) with a document date of February 24, 2026.
The project represents one component of Pinellas County's broader FY2027 Pavement Preservation initiative, which encompasses four paving locations totaling approximately 38.55 lane miles and includes two arterial and two local (neighborhood) road projects. The Belcher Road segment falls within this countywide milling and resurfacing program designed to promote traffic safety and efficiency throughout the county's roadway network. No specific pricing information, contract award dates, response deadlines, or bidding terms are contained within this technical plan document.
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Text version
PID 26-0361-006778A
FY2027 COUNTYWIDE PAVEMENT PRESERVATION
BELCHER RD (BELLEAIR RD - EAST BAY DR)
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")
BELCHER RD (EAST BAY DR - BELLEAIR RD)
STA. 21+47.35 TO STA. 31+27.21
TYPICAL SECTION
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
BELCHER RD (EAST BAY DR - BELLEAIR RD)
STA. 31+27.21 TO STA. 97+07.89
TYPICAL SECTION
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
BELCHER RD (EAST BAY DR - BELLEAIR RD)
STA. 97+07.89 TO STA. 101+49.38
TYPICAL SECTION
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
Feet
40200 10
| Sheets and Views |
| 1 Eng_Cover_SSM |
| 2 GENERAL NOTES |
| 3 TYP SEC |
| 4 SH (20+00.00-26+20.00) |
| 5 SH (26+20.00-32+40.00) |
| 6 SH (32+40.00-38+60.00) |
| 7 SH (38+60.00-44+80.00) |
| 8 SH (44+80.00-51+00.00) |
| 9 SH (51+00.00-57+20.00) |
| 10 SH (57+20.00-63+40.00) |
| 11 SH (63+40.00-69+60.00) |
| 12 SH (69+60.00-75+80.00) |
| 13 SH (75+80.00-82+00.00) |
| 14 SH (82+00.00-88+20.00) |
| 15 SH (88+20.00-94+40.00) |
| 16 SH (94+40.00-100+60.00) |
| 17 SH (100+60.00-101+89.44) |
| 18 CORE LOCATION MAP |
| 19 Typical Sections A_B |
| 20 Typical Section C |
| 21 LOOP DETAIL |
| 2026-02-24T09:36:50-0500 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .