13229 search results for DESIGN
NASSAU COUNTY_TWP2027-2031 WPPH_BY DESCRIPTION_10-13-2025_SUBJECT TO CHANGE
443809-2 - FERNANDINA BCH APT DESIGN & CONSTRUCT RWY 13/31 PFL0013185 Type of Work: AVIATION PRESERVATION, DESIGN & CONST TWY "B" SOUTHERN SECTION Type of Work: AVIATION PRESERVATION PROJECT Phase Funding, $1,062,500 434909-3 - FERNANDINA BEACH MUNICIPAL APT DESIGN & CONST, HANGAR IMPROVEMENTS Type, APT DESIGN & REHAB ENTRANCE RD PFL0014715 Type of Work: AVIATION PRESERVATION PROJECT Phase Funding, Total for Project 444469-1 $625,000 441751-2 - HILLIARD AIRPARK DESIGN & CONSTRUCT HANGAR
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will have on traffic flows and its capability to handle future travel demand. Project Design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/transportation-forecasting-research-hub-documents/fdot-tdmm-documents/fldot_tdm-manual_may25.pdf?sfvrsn=a12b92d9_1CR975 - Mod. 1 Amend. 1 - Contract Document
, as appropriate): Maintenance Office Performance and/or Design Requirements (intended use, function, traffic. Bridge designs must be customizable to achieve desired lengths and widths while also maintaining
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, and economic development; and 6. Should not list specific design criteria or standards to be met, LRTP, TIP, and Current STIP page. Document all project future phases [Design, Right of Way (ROW, (Design, ROW, and Construction), when those phases are to be funded, their anticipated costs, to be designed or constructed in segments, then these segments should be discussed in the Environmental, , inadequate drainage, and inadequate SIS roadway design standards. For bridges, the deficiencies
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Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, of 3/8 inches. When fastened together, washer distortion is not allowed. Design each signal section, , no closer than 1/2 inch from any louvers. All materials must be designed for exterior use and be UV
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a concrete or steel pole in accordance with Design Standards, Index No. 18111 or 18113. Obtain steel poles, and that the contact unit cannot twist when subjected to the design wind speeds defined in the FDOT Structures Manual, footing dimensions shall be in accordance with Design Standard 18113. 785-2.3.3 Steel Poles: Install, that the rails are keyhole designed with slots 2 inches on center with a top opening of 5/8 inch, as shown in the Plans. Provide a transfer switch rated equal to or higher than the design load
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: on the actual soil characteristics utilized at the site. 2. The Contractor will provide soil design parameters for backfill material based used in the design of the wall system. 1. See Wall Control, Structures Design Guidelines. materials are in accordance with Specification Section 548 and Chapter 3 reinforced soil volume, methods of construction and quality of prefabricated 1. Design is based on the assumption that the material contained within the DESIGN CRITERIA: ** Highly Reactive Pozzolans
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Standard Plans Instructions Topic No. 625-010-003 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams FY 2024-25 1 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Type II Beams FY 2024-25 5 Example A design calls for FIBs with Type F Bearing Pads. The Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-511.pdf?sfvrsn=3dfdcdba_1SPI-450-511e
Standard Plans Instructions Topic No. 625-010-003 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams FY 2024-25 1 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Type II Beams FY 2024-25 5 Example A design calls for FIBs with Type F Bearing Pads. The Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-450-511e.pdf?sfvrsn=da129114_1E51F5BidTabs
Percent Of Low Bid Total Bid Rank Vendor Bid Type Bid Status 1 ALEXANDER DESIGN + BUILD, LLC, Price Ext Amount Unit Price Item Description Alternate Ext Amount Ext Amount (1) ALEXANDER DESIGN, Unit Price Item Description Alternate Ext Amount Ext Amount (1) ALEXANDER DESIGN + BUILD, LLC, Description Alternate Ext Amount Ext Amount (1) ALEXANDER DESIGN + BUILD, LLC (2) ATLANTIC CIVIL, Item Description Alternate Ext Amount Ext Amount (1) ALEXANDER DESIGN + BUILD, LLC (2) ATLANTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e51f5bidtabs.pdf?sfvrsn=55b30f25_12024June-Fri11-HenryEKinneyTunnelRehabProject
MARKING/ UTILITY COORDINATION SUBCONTRACTORS STAKEHOLDERS DESIGN TEAM CEI / CONSTRUCTION SUPPORT CONTRACTOR LANDSCAPE DESIGN CONCEPT CULTURAL RESOURCES History of Henry E. Kinney Tunnel, Innovative Design and Construction ▪ 1,000,000 ceramic tiles ▪ Automated fans and Saccardo nozzle, in development of Fort Lauderdale) ▪ Criterion C under Engineering and Architecture (design) Agreement, Ronald.Wallace@dot.state.fl.us Naldo Gonzalez, PE, ENV SP Vice President, Design Project Manager Gannett F
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Standard Plans Instructions Topic No. 625-010-003 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams FY 2025-26 1 Index 450-511 Bearing Plates (Type 1) - Prestressed Florida-I & AASHTO Type II Beams Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This standard is intended, Type II Beams FY 2025-26 5 Example A design calls for FIBs with Type F Bearing Pads. The Grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-450-511.pdf?sfvrsn=c860ff7c_1February 2025 Sub-Committee Meetings - Combine
Sub-committee Meeting Chapter 1 - Planning and Land Development • Chapter 3 - Geometric Design • Chapter 14 - Design Exceptions and Variations • Chapter 15 - Traffic Calming • Chapter 16 - Residential Street Design • Chapter 19 - Traditional Neighborhood Development Agenda Monday, February, remarks Open for Public Comment 1 2 4 5 3 Sub-committee Meeting Chapter 5 - Pavement Design, Design • Chapter 6 - Roadway Lighting • Chapter 17 - Bridges and Other Structures • Chapter 20
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OF FLORIDA LLC $830,701.75 100.00% Responsive Winning bid 2 AMERICAN DESIGN ENGINEERING, Responsive Irregular bid ALEXANDER DESIGN + BUILD, LLC Non Responsive Irregular bid NOTE: Failure, Amount (1) ROGAR MANAGEMENT & CONSULTING OF FLORIDA LLC (2) AMERICAN DESIGN ENGINEERING, & CONSULTING OF FLORIDA LLC (2) AMERICAN DESIGN ENGINEERING CONSTRUCTION INC. (3) GARCIA CIVIL, Amount Ext Amount (1) ROGAR MANAGEMENT & CONSULTING OF FLORIDA LLC (2) AMERICAN DESIGN ENGINEERING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1w94bidtabs.pdf?sfvrsn=298cf42c_1GFJ Resume 3.20.25
/Highway /Design-Build 2005 - 2007 Orlando, Fl. Sr Project Manager Heavy/ Highway /Design-Build Martin K, Heavy/Highway / Design-Build 1991-1993 Orlando, Fl. Senior Estimator Highway, Power Plant, Replacement over the ICWW – Ponte Vedra, Florida Max Brewer Bridge Over ICWW, Design-Build FDOT D-5, of Nebraska (with Distinction) 1976 Associate Degree in Design, University of Nebraska Professional
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Innovation www.fdot.gov April 8, 2025 ADDENDUM NO. 1 To: ALL DESIGN-BUILD FIRMS Project Description, 29 VI.C. Geotechnical Services Removed language for Auger Cast Piles 33 VI.F. Roadway Design Updated FDM reference 35 VI.F.2.7 Roadway Design - Drainage Analysis Updated language for abandoning in place drainage structures 35 VI.F.2.9 Roadway Design Drainage Analysis 46 VI.Q Lighting, and UTEXRD_3D_01 All PROPOSAL HOLDERS please acknowledge receipt of the addendum on the Design-Build
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the specification language to only reference diesel as a fuel adjustment for Design Build Projects, Construction Engineer 0090201 Design Build Boilerplate All Design Build Jobs Page 2 of 3 MEASUREMENT, /construction/fuel-bit/fuel-bit.shtm. 0090201 Design Build Boilerplate All Design Build Jobs Page
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Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, Corrugated Pipe: 948-2.5.1 General: Class I (50-year design service life) steel reinforced, for Class II (100-Year Design Service Life) PP Pipe: Meet the requirements in Table 948-23
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No Office Staff Contacted Standard Plans Index Traffic Engineering Manual FDOT Design Manual Construction Project Administration Manual Basis of Estimate/Pay Items Structures Design Guidelines Approved Product List Materials Manual Will this revision necessitate any of the following: Design, and be rated equal to or higher than the design load of the cabinet’s main breaker and the generator, Transfer Switch: The transfer switch must meet UL 1008 and be rated equal to or higher than the design
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/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin
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