Plans-006777A-signed.pdf
PDF 31 MB Posted
- Solicitation number
- 25-0669-ITB-C STEP 2
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This document is a set of engineering plans for a county pavement preservation project located in Florida, specifically for 49th Street North between 5th Avenue North and 38th Avenue North. The project, identified as PID 25-0669-006777A for Fiscal Year 2025, involves a comprehensive roadway resurfacing program that includes milling existing asphalt pavement to a depth of 2 inches and applying a new structural course of Type SP 12.5 asphalt (Traffic C) across multiple road segments. The project spans approximately 6.3 miles, with station markers ranging from 20+87.72 to 127+10.15, and includes 18 detailed engineering sheets covering road typical sections, alignments, and loop details.
The engineering plans, signed by Professional Engineer Jeffrey S. Thompson on May 19, 2025, provide technical specifications for the roadway reconstruction, including typical cross-sections with specified grade percentages. While specific budget details are not explicitly outlined in this document, the comprehensive set of plans suggests a significant infrastructure investment by the county to maintain and improve road infrastructure. The project appears to be a standard capital improvement program focusing on pavement preservation and rehabilitation, likely funded through municipal transportation or infrastructure budgets.
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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 .