Plans-005657A-signed.pdf

PDF 8 MB Posted

Attached to
FY 2025 - Pavement Preservation - Package 4
Solicitation number
25-0669-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

These engineering design plans detail the FY2025 Countywide Pavement Preservation project for Eagle Lane and Birdie Lane in Pinellas County, Florida, prepared by Pinellas County Public Works. The project involves milling existing asphalt pavement to a depth of 1.5 inches and resurfacing with Type SP 12.5 Structural Course (Traffic C) across approximately 1.42 miles of roadway. The project includes comprehensive road reconstruction activities such as milling roadway width to depth over curbs, adjusting road elevations, addressing drainage requirements, and implementing specific pavement treatment techniques. The design plans include detailed technical specifications for road sections, shoulder treatments, and inductive loop detector positioning for traffic signals.

The project documentation indicates a systematic approach to pavement preservation, with precise engineering specifications for base preparation, surface course application, and roadway geometry. The plans incorporate detailed core sampling and material assessment, with specific notes about compaction, stabilization, and matching existing road conditions. The project uses standard Pinellas County and Florida Department of Transportation (FDOT) design guidelines, with particular attention to maintaining proper road elevation, drainage, and utility considerations. The design accounts for various road section types, including curb and gutter configurations, and provides comprehensive details for contractors regarding construction limits, material specifications, and technical implementation requirements.

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Text version

PID 25-0669-005657A

FY2025 COUNTYWIDE PAVEMENT PRESERVATION

EAGLE LN & BIRDIE LN

FINANCIAL PID 005700A

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

JE

FFR

EY S. THOMPSON

FLORIDA

93254

MILLING

MILL EXISTING ASPHALT

PAVEMENT FOR DEPTH (1.5")

RESURFACING

TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")

* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)

NOTE: SEE SHEET 7 FOR CORE LOCATION MAPS

Feet 60300 15

Sheets and Views
1 005657A - KEY
2 005657A - GENERAL NOTES
3 ROAD TYPICAL SECTION
4 005657A - 3
5 005657A - 4
6 005657A - 5
7 CORE LOCATION MAP_1
8 005657A - Typical Sections A_B
9 005657A - Typical Section C
10 005657A - LOOP DETAIL
2025-05-19T14:27:15-0400
Jeffrey S Thompson

File details come from the government source that posted it. Updated .