Plans-005648A-49th_Street-signed.pdf

PDF 7 MB Posted

Attached to
FY25 Pavement Preservation Package No 2
Solicitation number
24-0756-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

These are detailed engineering plans for the Pinellas County Public Works Department's FY2025 Package 2 roadway project, specifically covering the 49th Street N - Roosevelt Boulevard Overpass to Bayside Bridge corridor. The project involves milling and resurfacing approximately 4.47 miles of roadway (from Station 101+84.09 to 139+18.56), with a typical 2-inch asphalt milling and resurfacing approach using Type SP 12.5 Structural Course (Traffic C). The project includes precise roadway preparation, pavement markings, shoulder stabilization, and infrastructure improvements such as inductive loop detectors for traffic signaling.

The engineering plans provide comprehensive technical details including typical road sections, core data analysis, pavement marking specifications, and utility considerations. The project appears fully funded through Pinellas County's public works budget, with detailed specifications for construction methodology, including requirements for existing utility preservation, drainage management, and precise elevation and grading specifications. The plans indicate meticulous engineering design with specific notes about matching existing road conditions, managing construction limits, and ensuring proper surface preparation and finishing. The project seems designed to enhance road safety, traffic flow, and overall transportation infrastructure in the specified corridor.

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Text version

PID 24-0756-005648A

FY2025 PACKAGE 2

49TH ST N - ROOSEVELT BLVD OVERPASS

TO BAYSIDE BRIDGE

FINANCIAL PID 004192A

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

JE

FFR

EY S. THOMPSON

FLORIDA

93254

TYPICAL SECTION

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (2")

RESURFACING

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

49TH ST N

STA. 101+23.10 & 101+84.09 TO STA. 139+18.56

* MATCH EXISTING (OR AS DIRECTED BY THE ENGINEER)

Feet

40200 10

15.747.870 3.94

Sheets and Views
1 KEY SHEET
2 GENERAL NOTES
3 TYPICAL SECTION
8 CORE LOCATION MAP
9 TYPICAL SECTIONS DETAILS (1)
10 TYPICAL SECTIONS DETAILS (2)
11 LOOP DETAIL
005648A-PLAN-SH (100+00.00-106+20.00).pdf_SAM_1.pdf
Sheets and Views
SH (100+00.00-106+20.00)
005648A-PLAN-SH (112+40.00-118+60.00).pdf_SAM_2.pdf
Sheets and Views
SH (112+40.00-118+60.00)
005648A-PLAN-SH (124+80.00-131+00.00).pdf_SAM_3.pdf
Sheets and Views
SH (124+80.00-131+00.00)
005648A-PLAN-SH (137+20.00-140+00.00).pdf_SAM_4.pdf
Sheets and Views
SH (137+20.00-140+00.00)
2024-06-06T11:07:29-0400
Jeffrey S Thompson

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