25-0070-Plans-006310A-LG135-SS.pdf

PDF 40 MB Posted

Attached to
FY 2026 Pavement Preservation Package 1
Solicitation number
25-0070-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

The document is a set of engineering plans (PID 25-0070-006310A) for the FY2025-2026 Countywide Pavement Preservation Program Local Group 135, prepared by Professional Engineer Jeffrey S. Thompson for Pinellas County, Florida. The project involves comprehensive road resurfacing and preservation across multiple neighborhood streets, including Mulberry Way, Cypress Trail, 92nd Street N, 102nd Avenue N, and several other local roads. The scope of work includes milling existing asphalt pavement to a depth of 1.5 inches and resurfacing with a Type SP 12.5 Structural Course, covering approximately 40,200 linear feet across various streets.

The project is part of Pinellas County's infrastructure maintenance program, with a focus on traffic safety and roadway efficiency. The engineering plans specify a 2% grade (with potential up to 4% as directed by the engineer) and include detailed typical section drawings and plan views across multiple sheets. The documentation suggests this is a systematic approach to pavement preservation, targeting neighborhood roads to maintain and improve local transportation infrastructure. While specific funding sources are not explicitly detailed in the file, the project appears to be part of the county's standard annual road maintenance and improvement budget.

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Text version

PID 25-0070-006310A

FY2025-2026 COUNTYWIDE

PAVEMENT PRESERVATION PROGRAM

LOCAL GROUP 135

FINANCIAL PID 004192A

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

JE

FFR

EY S. THOMPSON

FLORIDA

93254

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

TYPICAL SECTION

MULBERRY WAY, CYPRESS TRL, CYPRESS CIR, SHADY OAK LN,

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

TYPICAL SECTION

92ND ST N, 102ND AVE N STA. 25+10.59 - STA. 36+57.50

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)

TYPICAL SECTION

102ND AVE N

106TH AVE LN, MYRTLE OAK LN, MAPLE CT, BIRCH DR, 92ND ST N,

BRYAN DAIRY RD, 107TH AVE N, 108TH AVE N, 109TH AVE N

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

TYPICAL SECTION

FRONTAGE RD,

Feet 40200 10

Sheets and Views
1 Eng_Cover_SSM
2 GENERAL NOTES
3 TYPICAL SECTION
4 PW - Plan Only HOR20
5 PW - Plan Only HOR20 (2)
6 PW - Plan Only HOR20 (3)
7 PW - Plan Only HOR20 (4)
8 PW - Plan Only HOR20 (5)
9 PW - Plan Only HOR20 (6)
10 PW - Plan Only HOR20 (7)
11 PW - Plan Only HOR20 (8)
12 PW - Plan Only HOR20 (9)
13 PW - Plan Only HOR20 (10)
14 PW - Plan Only HOR20 (11)
15 PW - Plan Only HOR20 (12)
16 PW - Plan Only HOR20 (13)
17 PW - Plan Only HOR20 (14)
18 PW - Plan Only HOR20 (15)
19 PW - Plan Only HOR20 (16)
20 PW - Plan Only HOR20 (17)
21 PW - Plan Only HOR20 (18)
22 PW - Plan Only HOR20 (19)
23 PW - Plan Only HOR20 (20)
24 PW - Plan Only HOR20 (21)
25 PW - Plan Only HOR20 (22)
26 PW - Plan Only HOR20 (24)
27 PW - Plan Only HOR20 (25)
28 PW - Plan Only HOR20 (26)
29 PW - Plan Only HOR20 (27)
30 PW - Plan Only HOR20 (28)
31 PW - Plan Only HOR20 (29)
32 CORE LOCATION MAP
33 Typical Sections A_B
34 Typical Section C
35 LOOP DETAIL
2025-02-18T16:56:34-0500
Jeffrey S Thompson

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