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 plans for the FY2025-2027 Countywide Pavement Preservation project by Pinellas County Public Works, specifically focusing on Klosterman Road (Alt 19 - US 19 N) located in Clearwater, Florida. The project involves milling and resurfacing approximately 5.08 miles of roadway, with varying asphalt milling depths of 1.5" and 2" and applying Type SP 12.5 Structural Course (Traffic C) overlay. The project documentation includes detailed location maps, typical section details, plan views, core location maps, and technical specifications for pavement rehabilitation, including precise measurements of roadway sections, lane configurations, and pavement markings.
The project has a financial Project ID of 004192A and a primary Project ID of 25-0791-006577A, with an estimated project value of approximately $948,430. The plans specify detailed requirements for roadway preparation, including clearing and grubbing, utility coordination, drainage considerations, and precise milling and resurfacing techniques. The project involves multiple road segments with specific station locations and includes provisions for maintaining traffic, installing pavement markings, and ensuring proper road surface elevation and drainage. The plans also detail inductive loop detector positioning, shoulder stabilization, and other technical specifications required for comprehensive roadway preservation and improvement.
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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 .