Appendix_6_FDOT_Spectrum_Clear_Letter_3-27-2026.pdf

PDF 542 KB Posted

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 document is a roadway plans sheet and specification record prepared by Michael Baker International, Inc. for the Florida Department of Transportation (FDOT) on behalf of Pinellas County for the Ridgemoor Boulevard and Brooker Creek Bridge #154572 replacement project. The project involves the replacement of a 120-foot flat slab bridge with a 135-foot structure, along with associated roadway and drainage improvements. The financial project identification number is 445437-1-58-01, and the project location spans from mile post 0.499 to 0.522 on Ridgemoor Boulevard. The contract plans include 44 total sheets covering typical sections, general notes, project control models, roadway plan-profiles, roadway profiles, temporary traffic control plans, utility adjustments, utility locates, pavement marking and signing plans, drainage structures, and details. The plans are governed by the Florida Department of Transportation FY 2025-26 Standard Specifications and Standard Plans for Road and Bridge Construction, with interim revisions available on FDOT's website.

The document was digitally signed and sealed on March 2, 2026, by Timothy P. Wineberg, P.E. (License No. 84217) and Paul Q. Snead, P.E. (License No. 56982), both professional engineers from Michael Baker International, Inc. located in Orlando, Florida. The project is federally funded through the Local Agency Program (LAP) administered by FDOT. The engineer of record is identified as Cash, P.E., with FDOT Project Manager oversight. The vendor number for Michael Baker International, Inc. is F251228638, and the contract number is CAE83. The plans reference standard specifications and component standard plans for bridge construction available through FDOT's official documentation and website resources.

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Text version

WorkProgram_Tbl15_Dissolved_2004,itemseg,4454371 https://owpbstandardmap.fdot.gov/?query=PROJECT LOCATION URL:

BEGIN MP 0.499 - END MP 0.522

NONE

BR#154572 MP 0.499 - MP 0.522

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

STRUCTURES

ROADWAY

SIGNING & PAVEMENT MARKING PLAN

VERIFIED UTILITY LOCATE

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL PLAN

DRAINAGE STRUCTURES

ROADWAY PROFILE

ROADWAY PLAN-PROFILES

GENERAL NOTES

PROJECT CONTROL

MODEL MANAGEMENT

TYPICAL SECTION DETAILS

TYPICAL SECTIONS

SIGNATURE SHEET

KEY SHEET

41 - 44

37 - 39

15 - 36

10 - 12

3 - 5

(FEDERAL FUNDS)

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FINANCIAL PROJECT ID 445437-1-58-01

PINELLAS COUNTY (15000435)

INDEX OF ROADWAY PLANS

RIDGEMOOR BLVD AND BROOKER CREEK AT BROOKER CREEK BRIDGE #154572

BEE LINE

EXPRESSWAY

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PENSACOLA FORT WALTON

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CITY

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TALLAHASSEE

JACKSONVILLE

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GAINESVILLE

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STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROADWAY PLANS

CONTRACT PLANS COMPONENTS

CONTRACT NO.

CONSTRUCTION

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

EYRA CASH, P.E.

FDOT PROJECT MANAGER:

ENGINEER OF RECORD:

ROADWAY PLANS

c u s e r s \p u b li c \m b ip w \5

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VENDOR NO: F251228638

CONTRACT NO: CAE83

PHONE # (407) 562-4119

ORLANDO, FLORIDA 32801

200 EAST ROBINSON STREET, SUITE 250

MICHAEL BAKER INTERNATIONAL, INC.

P.E. LICENSE NUMBER 84217

TIMOTHY P. WINEBERG, P.E.

LOCATION OF PROJECT

T7556

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2025-26 Standard Specifications

GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structures Plans following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2025-26 Standard Plans for Road and https://owpbstandardmap.fdot.gov/?query=WorkProgram_Tbl15_Dissolved_2004,itemseg,4454371 http://www.fdot.gov/programmanagement/implemented/specbooks/ http://www.fdot.gov/design/standardplans

RON CONNOR

Draft

SIGNATURE SHEET

STATE OF

No. 84217

ESNECIL GREBENIW .P YHTO

MI

T

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

TIMOTHY P. WINEBERG, P.E. NO. 84217

ORLANDO, FLORIDA 32801

200 EAST ROBINSON STREET, SUITE 250

MICHAEL BAKER INTERNATIONAL, INC.

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTIONSHEET NO.

41 - 44

37 - 39

15 - 36

10 - 12

3 - 5

SIGNING & PAVEMENT MARKING PLAN

VERIFIED UTILITY LOCATE

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL PLAN

ROADWAY PROFILE

ROADWAY PLAN-PROFILES

GENERAL NOTES

PROJECT CONTROL

MODEL MANAGEMENT

TYPICAL SECTION DETAILS

TYPICAL SECTIONS

SIGNATURE SHEET

KEY SHEET

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

PAUL Q. SNEAD, P.E. NO. 56982

ORLANDO, FLORIDA 32801

200 EAST ROBINSON STREET, SUITE 250

MICHAEL BAKER INTERNATIONAL, INC.

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTIONSHEET NO.

DRAINAGE STRUCTURES

SIGNATURE SHEET

445437-1-58-01

PINELLAS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

ROAD NO. FINANCIAL PROJECT IDCOUNTY

/2

/2 c u s e rs \p u b li c \m b ip w \5

\d m s

\S

IG

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M E d .M a c k e n z ie

32801 FLORIDA, ORLANDO

200 EAST ROBINSON STREET, SUITE 250

MICHAEL BAKER INTERNATIONAL, INC.

84217LICENSE NUMBER:

TIMOTHY P. WINEBERG, P.E.

ENGINEER OF RECORD

STATE OF

No 56982

ESNECIL

DAENS .Q LUAP

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

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