25-0070-Plans-006310A-LG135-SS.pdf
PDF 40 MB Posted
- Attached to
- FY 2026 Pavement Preservation Package 1-STEP 2
- Solicitation number
- 25-0070-ITB-C STEP 2
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a project plan for the Pinellas County FY2025-2026 Countywide Pavement Preservation Program, specifically Local Group 135, prepared by Professional Engineer Jeffrey S. Thompson. The project involves milling and resurfacing multiple roadways across various streets including Mulberry Way, Cypress Trail, 92nd Street N, 102nd Avenue N, and several other neighborhood streets. The total project scope covers approximately 40,200 linear feet, with a planned milling depth of 1.5 inches and resurfacing using Type SP 12.5 Structural Course (Traffic C) for a 1.5-inch overlay. The project is part of a larger FY26 Pavement Preservation Package 1 that includes five paving locations totaling approximately 34.98 lane miles of roadway.
The document indicates a 2% grade for the typical road sections (with potential engineer-directed adjustments up to 4%), and appears to be a comprehensive engineering plan with 35 sheets covering project details, typical sections, core location maps, and specific road segment plans. While specific pricing details are not explicitly outlined in this document, the project is clearly part of Pinellas County's ongoing infrastructure maintenance and improvement efforts, aimed at promoting traffic safety and roadway efficiency. The plan is dated February 18, 2025, and was prepared under the professional seal of Jeffrey S. Thompson, suggesting a structured, government-managed infrastructure investment initiative.
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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
FLORI'A
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 .