Plans-006777A-signed.pdf

PDF 31 MB Posted

Attached to
FY 2025 - Pavement Preservation - Package 4 STEP 2
Solicitation number
25-0669-ITB-C STEP 2
Issued by
Pinellas County, Clewiston City, Florida

About this file

This document is a detailed engineering plan set for the Pinellas County FY2025 Countywide Pavement Preservation Program, specifically focusing on 49th Street North from 5th Avenue North to 38th Avenue North. The project involves comprehensive road rehabilitation, including milling existing asphalt pavement to a depth of 2 inches and resurfacing with Type SP 12.5 Structural Course (Traffic C) across multiple station segments. The project covers approximately 60,300 linear feet and is documented across 19 technical sheets detailing road typical sections, station-specific layouts, and engineering specifications. The project is professionally certified by Professional Engineer Jeffrey S. Thompson and is scheduled for implementation in Fiscal Year 2025.

The project is part of Pinellas County's broader infrastructure improvement initiative, which aims to enhance traffic safety and roadway efficiency. The pavement preservation package includes four paving locations totaling approximately 34.98 lane miles, comprising two arterial roads and two neighborhood projects. While specific funding sources are not explicitly detailed in the provided documentation, the project appears to be a planned municipal infrastructure investment aimed at maintaining and upgrading county roadways. The engineering plans provide comprehensive technical details about milling depths, resurfacing techniques, and road cross-sections, indicating a structured and methodical approach to road rehabilitation.

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Bid_Submittal_Form-JOC.pdf PDF
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OpenGov_Fillable-_Final.pdf PDF
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QUALIFICATION_SUBMITTAL_FORM.pdf PDF
SBE_Compliance_Form.pdf PDF
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Pricing_Proposal25-0669(reference_only).pdf PDF
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SBE_Compliance_Form.pdf PDF
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Text version

PID 25-0669-006777A

FY2025 COUNTYWIDE

PAVEMENT PRESERVATION PROGRAM

49TH ST N (5TH AVE N - 38TH AVE N)

FINANCIAL PID 004192A

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

JE

FFR

EY S. THOMPSON

FLORI'A

93254

49TH ST N (5TH AVE N - 38TH AVE N)

STA. 20+87.72 TO STA. 72+01.34

TYPICAL SECTION

* 2% (OR AS DIRECTED BY THE ENGINEER) * 2% (OR AS DETERMINED BY THE ENGINEER)

* 2% (OR AS DETERMINED BY THE ENGINEER)

49TH ST N (5TH AVE N - 38TH AVE N)

STA. 74+01.60 TO STA. 101+48.38

TYPICAL SECTION

49TH ST N (5TH AVE N - 38TH AVE N)

STA. 103+54.47 TO STA. 127+10.15

TYPICAL SECTION

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (2")

RESURFACING

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (2")

RESURFACING

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (2")

RESURFACING

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")

Feet

60300 15

Sheets and Views
1 Eng_Cover_SSM
2 GENERAL NOTES-(2)
3 ROAD TYPICAL SECTION
4 SH (20+00.00-29+40.00)
5 SH (29+40.00-38+80.00)
6 SH (38+80.00-48+20.00)
7 SH (48+20.00-57+60.00)
8 SH (57+60.00-67+00.00)
9 SH (67+00.00-76+40.00)
10 SH (76+40.00-85+80.00)
11 SH (85+80.00-95+20.00)
12 SH (95+20.00-104+60.00)
13 SH (104+60.00-114+00.00)
14 SH (114+00.00-123+40.00)
15 SH (123+40.00-129+00.00)
16 SH (130+00.00-139+40.07)
17 Typical Sections A_B-SHEET-(40)
18 Typical Section C-SHEET-(41)
19 LOOP DETAIL-(42)
2025-05-19T14:33:55-0400
Jeffrey S Thompson

File details come from the government source that posted it. Updated .