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 .