Plans-006777A-signed.pdf

PDF 31 MB Posted

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

About this file

The document is a detailed engineering plan set for the Pinellas County Fiscal Year 2025 Countywide Pavement Preservation Program, specifically focusing on 49th Street North from 5th Avenue North to 38th Avenue North in Florida. The project involves comprehensive pavement 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, with detailed engineering sheets ranging from station 20+87.72 to 127+10.15, and includes 19 distinct engineering plan sheets documenting the roadway improvements.

The project is part of Pinellas County's broader pavement preservation initiative, which aims to enhance traffic safety and roadway efficiency. This specific package (Package 4) is one of four paving locations within the county, comprising two arterial roads and two local neighborhood projects totaling approximately 34.98 lane miles. The engineering plans, certified by Professional Engineer Jeffrey S. Thompson, outline precise specifications for road surface treatment, including consistent 2% grade modifications as determined by the project engineer. The document indicates a systematic approach to road maintenance, focusing on structural improvements and surface restoration to extend the lifecycle of the county's transportation infrastructure.

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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

FLORIDA

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 .