Klosteman_Rd_JOB_006577A_S.K._Plans_(Signed)_.pdf
PDF 4 MB Posted
- Solicitation number
- 25-0791-ITB-C
- Issued by
- Pinellas County, Florida
About this file
The document is a set of engineering and construction plans for the Pinellas County Public Works Department's FY2025-2027 Countywide Pavement Preservation project, specifically focusing on Klosterman Road (Alt 19 - US 19 N). The project involves pavement milling and resurfacing along a specified road segment, with detailed plans for milling existing asphalt to depths of 1.5" and 2" in various sections, followed by resurfacing with Type SP 12.5 Structural Course (Traffic C). The project includes precise location maps, typical section details, plan views, and core location information, covering approximately 5.08 miles of roadway with specific station ranges documented from STA 51+10.28 to STA 115+96.60.
The project documents include comprehensive technical specifications for road rehabilitation, including details on existing pavement conditions, base layers, curb and gutter treatments, and shoulder stabilization. The plans show meticulous attention to road markings, lane configurations, and intersection details, with specific notes on construction limits, aggregate shoulder treatments, and inductive loop detector positioning. The project appears to be funded through Pinellas County's public works budget, with a focus on pavement preservation and maintenance to extend the roadway's functional lifespan. Additional technical details cover drainage, utility considerations, traffic maintenance, and specific construction methodologies for milling, resurfacing, and related road infrastructure improvements.
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Text version
U S19
PID 25-0791-006577A
FY2025-2027 COUNTYWIDE PAVEMENT PRESERVATION
KLOSTERMAN RD (ALT 19 - US 19 N)
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORI. A
93254
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C)
(1.5")
KLOSTERMAN RD (ALT 19 - U.S. HWY 19 N)
STA. 51+10.28 TO STA. 56+67.18
TYPICAL SECTION
* 2% (OR AS DIRECTED BY THE ENGINEER)
* 2% (OR AS DETERMINED BY THE ENGINEER)
KLOSTERMAN RD (ALT 19 - U.S. HWY 19 N)
STA. 56+67.18 TO STA. 57+60.18
TYPICAL SECTION
STA. 64+73.89 TO STA. 65+67.29
STA. 72+27.10 TO STA. 73+03.48
STA. 78+24.16 TO STA. 78+94.13
STA. 83+47.02 TO STA. 84+16.75
STA. 57+60.18 TO STA. 64+73.89
STA. 65+67.29 TO STA. 72+27.10
STA. 73+03.48 TO STA. 78+24.16
STA. 78+94.13 TO STA. 83+47.02
STA. 84+16.75 TO STA. 115+96.60
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
Feet
40200 10
U S19
Feet
40200 10
| Sheets and Views |
| 1 Eng_Cover_SSM |
| 2 GENERAL NOTES |
| 3 TYP SEC |
| 4 SH (50+00.00-56+20.00) |
| 5 SH (62+40.00-68+60.00) |
| 6 SH (74+80.00-81+00.00) |
| 7 SH (87+20.00-93+40.00) |
| 8 SH (99+60.00-105+80.00) |
| 9 SH (112+00.00-117+00.00) |
| 10 CORE LOCATION MAP |
| 11 Typical Sections A_B |
| 12 Typical Section C |
| 13 LOOP DETAIL |
| 2025-07-16T14:30:47-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .