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 .