Plans-005648A-49th_St_N.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 engineering design and construction plans for the FY2025 Package 2 roadway project by Pinellas County Public Works, specifically covering the 49th Street N - Roosevelt Blvd Overpass to Bayside Bridge segment. The project involves milling existing asphalt pavement to a 2-inch depth and resurfacing approximately 34.65 lane miles of roadway, with work spanning from station 101+84.09 to 139+18.56. The project includes detailed specifications for roadway preparation, including clearing, grubbing, excavation, drainage considerations, and utility management, with precise requirements for pavement milling, resurfacing, and shoulder treatments.

The project documents include comprehensive technical details such as typical section drawings, core data tables, pavement marking plans, and inductive loop detector positioning standards. The plans specify use of Type SP 12.5 Structural Course (Traffic C) for resurfacing, with careful attention to existing road base, curb and gutter interfaces, and maintaining proper elevation and slope. The project utilizes Pinellas County's standard specifications for construction, with specific requirements for material handling, traffic maintenance, and utility coordination. Funding appears to be from the county's fiscal year 2025 infrastructure budget, with the project aimed at maintaining and improving the county's road network efficiency and safety.

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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)

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