Appendix_6_-_Sample_Plans.pdf
PDF 35 MB Posted
- Attached to
- FY2024-2026 COUNTYWIDE PAVEMENT PRESERVATION
- Solicitation number
- 23-0496-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a sample plans appendix for Pinellas County's FY2022-2024 Countywide Pavement Preservation Program, detailing multiple roadway resurfacing projects across various local street groups. The program encompasses pavement milling and resurfacing for multiple road segments including 38th Avenue N, 49th Street N, and numerous local street groups (LG 54, 60, 63, 66, 69, and 121), with specific stations and typical sections identified. Each project involves milling existing asphalt pavement to depths ranging from 1.5" to 2" and applying a new structural course (Type SP 9.5 or SP 12.5) with a typical cross-slope of 2% (or as determined by the engineer, with a maximum of 4%).
The contract opportunity is part of Pinellas County's infrastructure improvement initiative, targeting roadway condition enhancement through a comprehensive preservation program. The projects are financially tracked under PID 004192A and include multiple contract numbers (such as 23-0496FY2024), covering various street widths from 16' to 24' and addressing roads in different neighborhoods. The program involves detailed specifications for milling, resurfacing, and potential road base reconstruction, with an emphasis on accommodating traffic conditions, pedestrian safety, and minimizing disruption to local business operations during construction.
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Text version
PID 004973A-005687A
FY2022-2024 COUNTYWIDE
PAVEMENT PRESERVATION PROGRAM
38TH AVE N - HAINES RD TO 4TH ST
FINANCIAL PID 004192A
Appendix 6 - Sample Plans
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
38TH AVE N
STA. 101+18.78 TO STA. 129+25.00
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")
38TH AVE N
STA. 129+25.00 TO STA. 135+65.66
TYPICAL SECTION
* 2% (OR AS DETERMINED BY THE ENGINEER)
Feet
40200 10
PID 004973A-005110A
PAVEMENT PRESERVATION PROGRAM
38TH AVE N - TYRONE BLVD TO 66TH ST
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
38TH AVE N
STA. 100+97.49 TO STA. 165+73.35
* 2% (OR AS DETERMINED BY THE ENGINEER)
PID 004973A-005648A
PAVEMENT PRESERVATION PROGRAM
49TH ST N - RSVLT BLVD OVERPASS TO BAYSIDE BR
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 12.5 STRUCTURAL COURSE (TRAFFIC C) (2")
49TH ST N
STA. 101+65.25 TO STA. 145+4.79
* 2% (OR AS DIRECTED BY THE ENGINEER)
PID CONTRACT NO. 23-0496FY2024-004954A
PAVEMENT PRESERVATION PROGRAM
LOCAL GROUP 54
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
LOCAL GROUP 54
* 37TH ST N 16'-18'
39TH ST N 19'
40TH ST N 19'
** 2% OR AS DIRECTED BY THE ENGINEER - 4% MAX)
100500 25
PID CONTRACT NO. 23-0496FY2024-004956A
PAVEMENT PRESERVATION PROGRAM
LOCAL GROUP 60
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
20' WIDE: ALLENS RIDGE DR W, COBBLE CT, CUMBERLAND CT, CUMBERLAND CT E, SAND HOLLOW CT,
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
SAND HOLLOW LN, ALPINE CT, MILLSTONE DR, PEBBLE HILL CT, POWER RIDGE CT,
POWER RIDGE DR, VIRGINIA AVE, ALLENS RIDGE DR N
24' WIDE: ALLENS RIDGE DR E
PID CONTRACT NO. 23-0496FY2024-004958A
PAVEMENT PRESERVATION PROGRAM
LOCAL GROUP 63
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
LOCAL GROUP 63
* 2% (OR AS DETERMINED BY THE ENGINEER - 4% MAX)
328.08164.040 82.02
PID CONTRACT NO. 23-0496FY2024-005109A
PAVEMENT PRESERVATION PROGRAM
LOCAL GROUP 66
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
LOCAL GROUP 66
* 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
PID CONTRACT NO. 23-0496FY2024-005633A
PAVEMENT PRESERVATION PROGRAM
LOCAL GROUP 69
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
TYPICAL SECTION
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (1.5")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")
WESTWINDS DR (STA. 2451+4.49 TO 2454+94.73)
TYPICAL SECTION
DRIFTWOOD DR, DRIFTWOOD PL, TIMBERLANE DR, OAK BLUFF DR, WESTWINDS CIR, *HARBOR WOODS DR, *WEST BREEZE CIR, *CARDINAL TRL, *ORIOLE CIR, *FLAMINGO CIR, *BLUE JAY CIR, *HUMMINGBIRD TRL, ROBIN TRL, CROSSWINDS DR, WINWARD DR, BAYWOOD DR, GULFWINDS DR, EASTWINDS CT, SUNRISE DR, *MANOR BLVD, *INNISFIL ST, *SIMCOE ST, WESTWINDS DR
** 2% (OR AS DIRECTED BY THE ENGINEER - 4% MAX)
PID CONTRACT NO. 23-0496FY2024-005635A
FY2022-2024 COUNTYWIDE
PAVEMENT PRESERVATION PROGRAM
LOCAL GROUP 121
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (2")
TYPICAL SECTION
MILLING
MILL EXISTING ASPHALT
PAVEMENT FOR DEPTH (2")
RESURFACING
TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC C) (2")
TYPICAL SECTION AT CUL DE SAC
*WESTCOTT CT, *WESTCOTT DR, *WESTCOTT CIR, *COBBS DR, *COBBS CT, *LANDING WAY,
FOX SQUIRREL DR, COBBLESTONE DR, *COBBS CIR, *LANDING PL, *COBBS WAY
WESTCOTT DR, WESTCOTT CT, COBBS CT, LANDING WAY,
COBBLESTONE DR, WESTCOTT CIR, COBBS CIR, LANDING PLACE
** 2% (OR AS DETERMINED BY THE ENGINEER - 4% MAX)
| 005687A 38th AVe |
| 005688A 38th Ave. Tyrone Blvd-66th St. |
| 49th St. RSVLT Blvd - Bayside Dr |
| LG 54 |
| LG 60 |
| LG 63 |
| LG 66 |
| LG 69 |
| LG 121 |
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