Plans_Group_B-_Keene_Rd_(Gulf_to_Bay_Blvd-Bellair_Rd).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 plans document for Pinellas County, Florida's Fiscal Year 2027 Pavement Preservation Package 1, specifically detailing the design specifications for Keene Road (Gulf to Bay Boulevard to Belleair Road). The project encompasses pavement preservation work on Keene Road between two segments: Station 20+31.18 to Station 88+40.00 and Station 88+40.00 to Station 100+87.00. The work consists of milling existing asphalt pavement to a depth of two inches and resurfacing with Type SP 12.5 Structural Course (Traffic C) material, also two inches in depth, with typical cross-sections indicating a slope of two percent or as directed by the engineer with a maximum of four percent. The plans include 20 sheets covering general notes, typical sections, core location maps, and detailed segment layouts spanning the project corridor in increments of approximately 6,200 feet.
The document was prepared by Professional Engineer Jeffrey S. Thompson, P.E. (Florida License No. 93254) and is part of Pinellas County's countywide pavement preservation initiative, which addresses traffic safety and efficiency throughout the county's roadway network. As detailed in the related contract opportunity, the FY 2027 Pavement Preservation Package 1 consists of four paving locations totaling approximately 38.55 lane miles, with Keene Road representing one of two local neighborhood projects within the package. The plans were dated May 18, 2026, and serve as the technical specifications for the project's milling and resurfacing work.
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Text version
PID 26-0361-007031A
FY2027 COUNTYWIDE PAVEMENT PRESERVATION
KEENE RD (GULF TO BAY BLVD - BELLEAIR RD)
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")
KEENE RD (BELLEAIR RD - GULF TO BAY BLVD)
STA. 88+40.00 TO STA. 100+87.00
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")
KEENE RD (BELLEAIR RD - GULF TO BAY BLVD)
STA. 20+31.18 TO STA. 88+40.00
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 CORE LOCATION MAP |
| 18 Typical Sections A_B |
| 19 Typical Section C |
| 20 LOOP DETAIL |
| 2026-05-18T14:26:41-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .