Plans-006209A-Highlands-signed.pdf
PDF 36 MB Posted
- Attached to
- FY25 Pavement Preservation Package No 1
- Solicitation number
- 24-0757-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a construction plan set for a Florida Department of Transportation (FDOT) and Pinellas County pavement preservation project, specifically PID 24-0757-006209A for Fiscal Year 2025. The project involves milling and resurfacing Highlands Boulevard, with two primary sections: from U.S. Highway 19 N (Station 159+20 to 217+33.74) and Highlands Boulevard itself (Station 10+37.19 to 41+28.76). The project scope includes removing 2 inches of existing asphalt pavement and applying a new 2-inch SP 12.5 Structural Course (Traffic C) resurfacing, with typical cross-slope sections at 2% or as determined by the engineer.
The project is part of Pinellas County's comprehensive pavement preservation program, Package 1, which encompasses four paving locations totaling approximately 34.98 lane miles. The plan set includes 23 detailed sheets covering general notes, typical road sections, station-specific drawings, and a core location map. The document is professionally signed by Jeffrey S. Thompson, a Professional Engineer, and dated May 28, 2024, indicating preparation for the upcoming fiscal year's infrastructure improvements. While specific budget details are not provided in the document, the project appears to be funded through standard county and state transportation infrastructure budgets.
View the file
Other files
Show all 22
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PID 24-0757-006209A
FY2025 PACKAGE 1
HIGHLANDS BLVD ( U.S. HWY 19 N - U.S. HWY 19 N)
FINANCIAL PID 004192A
STATE OF
No.
PR
O
FESSIONAL ENGIN
EE
R
JE
FFR
EY S. THOMPSON
FLORIDA
93254
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
HIGHLANDS BLVD TO U.S. 19 N
STA. 159+20 TO STA. 217+33.74
TYPICAL SECTION
* 2% (OR AS DETERMINED BY THE ENGINEER)
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
HIGHLANDS BLVD
STA. 10+37.19 TO STA. 41+28.76
TYPICAL SECTION
* 2% (OR AS DETERMINED BY THE ENGINEER)
NOTE: SEE SHEET 21 FOR CORE LOCATION MAP
Feet
40200 10
| Sheets and Views |
| 1 Eng_Cover_SSM |
| 2 GENERAL NOTES |
| 3 ROAD TYPICAL SECTION |
| 4 SH (10+00.00-16+20.00) |
| 5 SH (22+40.00-28+60.00) |
| 6 SH (34+80.00-41+00.00) |
| 7 SH (47+20.00-53+40.00) |
| 8 SH (59+60.00-65+80.00) |
| 9 SH (72+00.00-78+20.00) (2) |
| 10 SH (84+40.00-90+60.00) |
| 11 SH (96+80.00-103+00.00) |
| 12 SH (109+20.00-115+40.00) |
| 13 SH (121+60.00-127+80.00) |
| 14 SH (134+00.00-140+20.00) |
| 15 SH (146+40.00-152+60.00) |
| 16 SH (159+00.00-165+20.00) |
| 17 SH (171+40.00-177+60.00) |
| 18 SH (183+80.00-190+00.00) |
| 19 SH (196+20.00-202+40.00) |
| 20 SH (208+60.00-214+80.00) |
| 21 23 CORE MAP SHEET |
| 22 Typical Sections A_B |
| 23 Typical Section C |
| 24 LOOP DETAIL |
| 2024-05-28T14:05:32-0400 | |
| Jeffrey S Thompson |
File details come from the government source that posted it. Updated .