Section_7_-_County_Specifications.pdf
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- Attached to
- Ridgemoor Blvd and Brooker Creek at Brooker Creek Bridge #154153 Bridge Replacement Project (PID 005749A)
- Solicitation number
- 26-0506-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This specification document outlines roadway work requirements for the Ridgemoor Boulevard and Brooker Creek Bridge #154572 Bridge Replacement Project in Pinellas County, Florida, a federally funded Local Agency Program administered through the Florida Department of Transportation. The specifications amend and supplement the Pinellas County Supplemental Specifications for Roadway and General Construction (January 2025) and FDOT Standard Specifications for Road and Bridge Construction. Key work includes as-built surveys documenting culvert inverts, sizes, drainage structure elevations, pavement edges, and floodplain compensation areas. Additional specifications address tree protection using Tree Protection Barricades per Pinellas County Standard Detail Index 1111, optional base course materials using recycled concrete aggregate in 4-inch and 8-inch minimum thicknesses, grading requirements restricting A-2-4 soil placement in stabilized material, and pipe culvert installation with optional concrete materials in 18-inch round configurations. Payment items are established for clearing and grubbing, tree protection barriers, optional base courses in varying thicknesses, and pipe culvert installations.
No information regarding pricing terms, bid due dates, award dates, contract duration, set-asides, or funding amounts is included in this specification document. The specifications are applicable only to roadway work outside bridge limits and work in conjunction with the broader bridge replacement project. The document references compliance with current Pinellas County standards and FDOT Division I Section 9-2.1.2 and Divisions II and III specifications for fiscal year 2026-27.
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Text version
SPECIFICATIONS
(For Roadway Work Outside of Bridge Limits Only)
P.I.D. No. 005749A
RIDGEMOOR BLVD AND BROOKER CREEK AT BROOKER CREEK BRIDGE #154572
BRIDGE REPLACEMENT PROJECT
FPN 445437-1-58-01
In Pinellas County, Florida
TO ACCOMPANY PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND
GENERAL CONSTRUCTION (January 2025), AND FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION – DIVISION I SECTION
9-2.1.2 ONLY, DIVISIONS II AND III ONLY (FY 2026-27).
SUPPLEMENTAL SPECIFICATIONS
Section 005-0705 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION- As-Built Survey
The specification for As-Built Survey shall be amended to include:
• Inverts of the culverts
• The size of the culverts
• Drainage structure inverts, grate, and slot elevations
• Edge of pavement elevations at the flume inlets
• Top of bank and ditch bottom elevations near floodplain compensation area
Section 110 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL
CONSTRUCTION- CLEARING AND GRUBBING
Part D shall be amended as follows:
D. Tree Protection: Trees not within the Clearing and Grubbing area and those specified to remain within County property/right of way, must be protected during construction with Tree Protection Barricades, in accordance with Pinellas County Standard Detail Index 1111.
Basis of payment shall be amended to include:
Item No. 0110-21 TREE PROTECTION BARRIER – PER LINEAR FOOT (LF)
Item No. 0110-0101 CLEARING & GRUBBING - PER ACREAGE (AC)
Section 285 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL
CONSTRUCTION- OPTIONAL BASE COURSE
Basis of payment shall be amended to include:
Item No. 285-701 OPTIONAL BASE, BASE GROUP 01 (RECYCLED CONCRETE AGGREGATE LBR
150) 4” MIN. THICKNESS- PER SQUARE YARDS (SY)
Item No. 285-706 OPTIONAL BASE, BASE GROUP 06 (RECYCLED CONCRETE AGGREGATE LBR
150) 8” MIN. THICKNESS- PER SQUARE YARDS (SY)
Section 120-1100 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION Grading
The specification for Grading shall be amended to include placement of A-2-4 must not be used in stabilized material. A-2-4 soils will not be considered as unsuitable.
Section 430 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL
CONSTRUCTION- PIPE CULVERT
430-12.12 PAYMENT ITEMS shall be amended to include:
Item No. 430-175-118 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18S/CD (CONCRETE ONLY)
| Section 005-0705 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION- As-Built Survey |
| Section 110 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION- CLEARING AND GRUBBING |
| Section 285 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION- OPTIONAL BASE COURSE |
| Section 120-1100 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION Grading |
| Section 430 of the Pinellas County SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION- PIPE CULVERT |
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