Plans_Group_B-_Keene_Rd_(Gulf_to_Bay_Blvd-Bellair_Rd).pdf

PDF 7 MB Posted

Attached to
Fiscal Year 2027 Pavement Preservation - Package 1
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 .