13214 search results for DESIGN

2026FDM240TMP

 Topic #625-000-002 FDOT Design Manual January 1, 2026 240 - Transportation Management Plan 1, within the boundaries of a designated Transportation Management Area (TMA) that occupy a location, for Streets and Highways, (MUTCD), Part 6 (2) AASHTO Policy on Geometric Design of Highways and Streets (3) AASHTO Roadside Design Guide, Chapter 9 (4) Standard Plans, 102 Series and 711-002 (5) FDOT, #625-000-002 FDOT Design Manual January 1, 2026 240 - Transportation Management Plan 2 240.1.2 TMP

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm240tmp.pdf?sfvrsn=3a9a4fc5_3

2022-mitigation-payment-handbook_combined

designations for these habitats, and a list of threatened and endangered species and species of special, to, the costs of preparing conceptual plans and the costs of design, construction, staff support, from transportation project activities identified including planning, design, construction, and the costs of design, construction, staff support, future maintenance and monitoring, and other surface waters; any other state or regional designations for these habitats; and a list

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/2022-mitigation-payment-handbook_combined_f5237c05-4864-476a-a494-095996755a55.pdf?sfvrsn=e7e0dea3_2

2019 Mitigation Payment Handbook

classification of impacted wetlands and other surface waters, any other state or regional designations, to, the costs of preparing conceptual plans and the costs of design, construction, staff support, activities identified including planning, design, construction, maintenance and monitoring, and other, to, the costs of preparing conceptual plans and the costs of design, construction, staff support, future, designations for these habitats; and a list of threatened species, endangered species, and species

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/2019-mitigation-payment-handbook_c43faceb-acd0-49d8-8f0b-b08d8ecb0cb8.pdf?sfvrsn=d7d1d469_2

SS1020000

t he materials meeting the requirements of Section 990, Section 994, Design Standards, Contractor initiated changes in the design or construction activities from those in the original Contract Specifications, design plans (including traffic control plans) or other Contract Documents, Traffic Control. 102-5.1 Standards: FDOT Design Standards (DS) are the minimum standards for the use, the basic principles and minimum standards contained in these documents for the design, application

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1020000.pdf?sfvrsn=55a505cc_0

6410000.origind

not be allowed. Ensure theUse only lowering devices is designed to withstand the design wind speeds, , and Roadway Design. Are changes needed to the PPM, Design Standards, SDG, CPAM or other manual? No. Is a Design Bulletin, Construction Memo, or Estimates Bulletin needed? Estimates bulletin may, devices (multiple types)as shown in the Plans and Design Standards, Index No. 18113. Obtain precast, in accordance with Design Standards, Index No. 17725, including the date cast. Concrete CCTV poles

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/6410000.origind.pdf?sfvrsn=82f6e35d_0

4550000DB.FHWA

apparatus designed to accommodate the maximum load plus an adequate safety factor. 4550000DB.D01 Design, Design Build Jobs STRUCTURES FOUNDATIONS (DESIGN BUILD). (REV 7-17-1710-9-1711-7-1711-16-1712-20-17, the preliminary soil boring operations at the appropriate District Materials Office or designated storage, , leaving only the necessary working room for construction of the caps. 4550000DB.D01 Design Build Jobs, Specialty Engineer to design cofferdams, and to sign and seal the plans and specification

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=5377f6e1_0

4550000DB.FHWA

: State Specifications Office Section: 455 (Design Build) Proposed Specification: 4550000DB – Structures Foundations (Design Build). Dear Mr. Nguyen: We are submitting, for your approval, two copies, Construction Engineer 4550000DB Design Build Jobs STRUCTURES FOUNDATIONS (DESIGN BUILD). (REV 10-21-16, or designated storage location. 455-1.1 Monitor Existing Structures: Monitor existing structures, . 4550000DB Design Build Jobs When shown in the Plans, provide permanent casings installed prior

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3460202.impl

) SUBARTICLE346-2.2isdeletedandreplacedbythefollowing: 346-2.2TypesofCement:Unlessaspecifictype of cement is designated elsewhere, use, environments or in mass concrete. Useonlythetypesofcements designated for each environmental condition in structural concrete. A mix design for a more aggressive environment may be substituted, classifications of concrete covered by this Section are designated as Class I, Class II, Class III, is less than the minimum compressive strength of the higher design mix, notify the Engineer. Acceptance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/3460202.impl.pdf?sfvrsn=8277586_0

9950201-724IMPL

, supply the appropriate voltage converter. Solar powered systems shall be designed to operate, , no closer than 1/2 inch from any louvers. All materials must be designed for exterior use and be UV stable, be weatherproof and designed for outdoor use. ARTICLE 995-10 is deleted and the following

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9950201-724impl.pdf?sfvrsn=a8a22562_1

5480200int

/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual No Structures Manual, manufacturers already use higher strength geotextiles to meet the wall design requirements including, designs. 548-2.2 Reinforcing Steel: Meet the requirements of Section 931 for steel reinforcing, sustained long term design load while in service and resistant to ultraviolet degradation, fill, or within coarse aggregate backfill below the design high water elevation (DHW) shown

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/5480200int.pdf?sfvrsn=388b76f6_1

2024FDM240TMP

Topic #625-000-002 FDOT Design Manual 240 - Transportation Management Plan with the legend designed,  Topic #625-000-002 FDOT Design Manual 240 - Transportation Management Plan 240 Transportation, of a designated Transportation Management Area (TMA) that occupy a location for more than three days, and Highways , ( MUTCD ), Part VI (2) Policy on Geometric Design of Highways and Streets, AASHTO (3) Roadside Design Guide, AASHTO, Chapter 9 (4) Standard Plans , 102 Series and 711-002 (5) FDOT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm240tmp.pdf?sfvrsn=a27f8765_2

Is there a way for Martin County to prevent new development along Cove Road?

Florida Statutes prohibit local governments from denying an application for development due to road deficiency. Unfortunately, development often occurs faster than the process that it takes to study, design, and construct a roadway widening project. The entrances and exits for new developments on Cove Road will be determined through coordination between the developers and Martin County

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/cove-road-study-list/is-there-a-way-for-martin-county-to-prevent-new-development-along-cove-road

When is construction expected to start and how long will it last?

The construction phase of the project is not currently funded. The timeframe for construction will be based upon the Preferred Alternative which will be chosen following the Public Hearing tentatively scheduled for the Fall of 2024. An approximate construction duration will be estimated once alternatives are refined. The actual construction days that will be allotted to the contractor will be determined when the preferred alternative enters the final design phase

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/cove-road-study-list/when-is-construction-expected-to-start-and-how-long-will-it-last

2024FDM913TypSect

 Topic #625-000-002 FDOT Design Manual 913 - Typical Sections 913 Typical Sections 913.1, station or milepost limits. Typical Section sheets also provide traffic data and pavement design associated with the typical section being displayed. The typical section design files used to create, ) Sideroads or streets when significant work length is required Topic #625-000-002 FDOT Design Manual 913, slopes by ratio, vertical to horizontal, i.e., 1:4, 1:2. Topic #625-000-002 FDOT Design Manual 913

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SPI-646-001

 Standard Plans Instructions Topic No. 625-010-003 Index 646-001 Aluminum Post and Pedestal Mounted Pedestrian Detectors and Signals FY 2024-25 1 Index 646-001 Aluminum Post and Pedestal Mounted Pedestrian Detectors and Signals Design Criteria AASHTO LRFD Specifications for Structural, Design Manual (FDM); Traffic Engineer Manual (TEM) Design Assumptions and Limitations Index 646-001, for additional guidance and design criteria. Plan Content Requirements Signalization Plans: Call-out Post

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-646-001.pdf?sfvrsn=da1848ef_1

SPI-515-022

 Standard Plans Instructions Topic No. 625-010-003 Index 515-022 Pedestrian/Bicycle Bullet Railing Details FY 2024-25 1 Index 515-022 Pedestrian/Bicycle Bullet Railing Details Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations The standard height railing is the Pedestrian / Bicycle Railing. The Special Height Bicycle Railing should only be used where warranted by AASHTO LRFD C13.9.2. Use this Standard

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-022.pdf?sfvrsn=ee2a9d46_1

SPI-515-021

 Standard Plans Instructions Topic No. 625-010-003 Index 515-021 Pedestrian/Bicycle Bullet Railing for Traffic Railings FY 2024-25 1 Index 515-021 Pedestrian/Bicycle Bullet Railing for Traffic Railings Design Criteria AASHTO LRFD Bridge Design Specifications; Structures Design Guidelines (SDG) Design Assumptions and Limitations This railing is intended for use when a Bicycle Lane is required and a raised pedestrian sidewalk is not provided. It is not intended to be used on a traffic

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-515-021.pdf?sfvrsn=59175e8e_1

October 18, 2023

Posted on October 30, 2023 4:00 PM PROPOSAL/CONTRACT NO. - BID TAB INTENT TO AWARD - CONTRACTOR'S NAME DATE AWARDED E21F2-R0 American Lighting and Signalization, LLC 11/3/2023 E21G2-R0 Alexander Design + Build, LLC 11/3/2023

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-d2-bidtabs-2023/october-18-2023

December 12, 2023

Posted on December 19, 2023 4:00 PM PROPOSAL/CONTRACT NO. - BID TAB INTENT TO AWARD - CONTRACTOR'S NAME DATE AWARDED E8U89–R0 FloTech Environmental, LLC 12/27/23 E8U90-R0 FloTech Environmental, LLC 12/27/23 E8U94 Master Mechanical Services, Inc. 12/27/23 E8U97 Alexander Design + Build, LLC 12/27/23

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-tp-bidtabs-2023/december-12-2023

SPI-425-010

 Standard Plans Instructions Topic No. 625-010-003 Index 425-010 Structure Bottoms Type J and P FY 2024-25 1 Index 425-010 Structure Bottoms Type J and P Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Structures Manual (SM) Design Assumptions and Limitations Check structures with depths over 14' below the mean high-water table for flotation. Type J Structure bottoms must have a minimum 6'0" wall height when possible, for maintenance

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-010.pdf?sfvrsn=692234a9_2
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