4322 search results for fdot standard plans
SPI-400-289e
Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, culverts unless specifically prohibited by a plan note. See also the Standard Plans Instructions, . Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, with all appropriate Standard Plans for Bridge Construction Index sheets (see SDM 3.7). For more guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-400-289e.pdf?sfvrsn=f299e345_1SPI-400-289
Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, culverts unless specifically prohibited by a plan note. See also the Standard Plans Instructions, . Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, with all appropriate Standard Plans for Bridge Construction Index sheets (see SDM 3.7). For more guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-289.pdf?sfvrsn=87cbfdea_1SPI-400-289
Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, culverts unless specifically prohibited by a plan note. See also the Standard Plans Instructions, . Standard Plans Instructions Topic No. 625-010-003 Index 400-289 Concrete Box Culvert Details FY, with all appropriate Standard Plans for Bridge Construction Index sheets (see SDM 3.7). For more guidance on Estimated Quantities Report see FDM 902 Standard Plans Instructions Topic No. 625-010-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-289.pdf?sfvrsn=feafdd34_12026FDM907RFPConceptPlans
Topic #625-000-001 FDOT Design Manual January 1, 2026 907 - RFP Concept Plans 1 907 RFP Concept Plans 907.1 General This chapter provides minimum requirements for the development of Request, Index of Sheets including Developmental Standard Plans (when required in RFP) Contract plans, , Control Points Topic #625-000-001 FDOT Design Manual January 1, 2026 907 - RFP Concept Plans 4, Highwater elevations Topic #625-000-001 FDOT Design Manual January 1, 2026 907 - RFP Concept Plans 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm907rfpconceptplans.pdf?sfvrsn=c0a32af3_62025FDM948UtilityWork
Topic #625-000-002 FDOT Design Manual 948 - Utility Work by Highway Contractor (UWHC) Plans 948 Utility Work by Highway Contractor (UWHC) Plans 948.1 General Most utility adjustment work, Notes Sheet General Notes sheets convey site-specific requirements not covered by the Standard Plans, . Topic #625-000-002 FDOT Design Manual 948 - Utility Work by Highway Contractor (UWHC) Plans, that the highway contractor is to construct or relocate the specified utilities in accordance with the UWHC Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm948utilitywork.pdf?sfvrsn=69528725_1FLEAT SP (27) - NCHRP350 TL3 - Drawings
for shop drawing submittals unless the plans otherwise call for such submittals. The FLEAT-SP, 12.5' standard W-Beam panels outside of any other standard guardrail, guardrail transitions, of 2.5' TO 4.O' (standard offset of 4' should be used wherever possible). 4. The FLEAT-SP can, , and 7 are standard steel W6" x 8.5# (or 9#) posts. 6. For galvanizing requirements of metallic components see Standard Specification Section 967. 7. For details of shoulder widening, miscellaneous
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=8e9f87ba_1SPI-509-070
Standard Plans Instructions Topic No. 625-010-003 Railroad Grade Crossing Traffic Control Devices FY 2024-25 1 Index 509-070 Railroad Grade Crossing Traffic Control Devices Design Criteria FDOT Design Manual (FDM), FDOT Traffic Engineering Manual (TEM); FHWA Manual on Uniform Traffic Control Devices (MUTCD); Design Assumptions and Limitations Signing and Pavement Markings: Index 509-070, provides standard signing and pavement marking for active at-grade railroad crossing (i.e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-509-070.pdf?sfvrsn=3b3f23e9_1SPI-509-070
Standard Plans Instructions Topic No. 625-010-003 Railroad Grade Crossing Traffic Control Devices FY 2025-26 1 Index 509-070 Railroad Grade Crossing Traffic Control Devices Design Criteria FDOT Design Manual (FDM), FDOT Traffic Engineering Manual (TEM); FHWA Manual on Uniform Traffic Control Devices (MUTCD); Design Assumptions and Limitations Signing and Pavement Markings: Index 509-070 , provides standard signing and pavement marking for active at-grade railroad crossing (i.e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-509-070.pdf?sfvrsn=91355c3e_1SPI-509-070
Standard Plans Instructions Topic No. 625-010-003 Railroad Grade Crossing Traffic Control Devices FY 2026-27 1 Index 509-070 Railroad Grade Crossing Traffic Control Devices Design Criteria FDOT Design Manual (FDM), FDOT Traffic Engineering Manual (TEM); FHWA Manual on Uniform Traffic Control Devices (MUTCD); Design Assumptions and Limitations Signing and Pavement Markings: Index 509-070, provides standard signing and pavement marking for active at-grade railroad crossing (i.e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-509-070.pdf?sfvrsn=562bc5b_1700-010IndReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 700-010 Single Column Ground Signs ORIGINATION Date: June 29, 2023 Name: Dana Knox Phone: (850) 414-5413 Email: Dana.Knox@dot.state.fl.us COMMENTARY The sign image needs to be changed to match the size and SF that is mentioned in the table. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change Made to Index Name: Emmeth Duran Date: 9/14/2023 COMMENT: Consider
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/700-010indreviewresponse8199b9ad-0466-43ea-a7c4-2f769a713a1d.pdf?sfvrsn=2f3aa6b_1700-011IndReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 700-011 Single Column Cantilever Ground Mounted Sign ORIGINATION Date: June 29, 2023 Name: Dana Knox Phone: (850) 414-5413 Email: Dana.Knox@dot.state.fl.us COMMENTARY The change is to be consistent with how the MUTCD dimensions signs. Section 700 and 995 will also need to be updated to be consistent with MUTCD. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2025/700-011indreviewresponse.pdf?sfvrsn=8f955fa1_1SPI-665-001
Standard Plans Instructions Topic No. 625-010-003 Index 665-001 Pedestrian Detector Assembly Installation Details FY 2024-25 1 Index 665-001 Pedestrian Detector Assembly Installation Details, Accessibility Guidelines (ADAAG) , 2004 ; FDOT Design Manual (FDM) ; Traffic Engineer Manual, requirements for Pushbutton Pedestrian Detectors used with standard mounting options (i.e., Concrete, of Quantities” in the Signalization Plans. Payment Item number Item Description Unit Measure 665-1-AB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-665-001.pdf?sfvrsn=464bbbbc_2455-112-IndustryReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 455-112 12” Square CFRP & SS Prestressed Concrete Pile ORIGINATION Date: 8/21/24 Name: Joshua Turley Phone: 850-414-4475 Email: Joshua.turley@dot.state.fl.us COMMENTARY This is a more accurate representation of the nominal diameter driven by the fact that the strands are fabricated in millimeters not inches. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-112-industryreviewresponse.pdf?sfvrsn=e396f6a0_1455-114-IndustryReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 455-114 14” Square CFRP & SS Prestressed Concrete Pile ORIGINATION Date: 8/21/24 Name: Joshua Turley Phone: 850-414-4475 Email: Joshua.turley@dot.state.fl.us COMMENTARY This is a more accurate representation of the nominal diameter driven by the fact that the strands are fabricated in millimeters not inches. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-114-industryreviewresponse.pdf?sfvrsn=c9c267d7_1455-118-IndustryReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 455-118 18” Square CFRP & SS Prestressed Concrete Pile ORIGINATION Date: 8/21/24 Name: Joshua Turley Phone: 850-414-4475 Email: Joshua.turley@dot.state.fl.us COMMENTARY This is a more accurate representation of the nominal diameter driven by the fact that the strands are fabricated in millimeters not inches. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-118-industryreviewresponse.pdf?sfvrsn=b7e40e40_1455-124-IndustryReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 455-124 24” Square CFRP & SS Prestressed Concrete Pile ORIGINATION Date: 8/21/24 Name: Joshua Turley Phone: 850-414-4475 Email: Joshua.turley@dot.state.fl.us COMMENTARY This is a more accurate representation of the nominal diameter driven by the fact that the strands are fabricated in millimeters not inches. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-124-industryreviewresponse.pdf?sfvrsn=d47c8ed_1455-130-IndustryReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 455-130 30” Square CFRP & SS Prestressed Concrete Pile ORIGINATION Date: 8/21/24 Name: Joshua Turley Phone: 850-414-4475 Email: Joshua.turley@dot.state.fl.us COMMENTARY This is a more accurate representation of the nominal diameter driven by the fact that the strands are fabricated in millimeters not inches. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response GREEN = Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/455-130-industryreviewresponse.pdf?sfvrsn=10a409ae_1SPI-665-001
Standard Plans Instructions Topic No. 625-010-003 Index 665-001 Pedestrian Detector Assembly Installation Details FY 2025-26 1 Index 665-001 Pedestrian Detector Assembly Installation Details, Accessibility Guidelines (ADAAG) , 2004 ; FDOT Design Manual (FDM) ; Traffic Engineer Manual, requirements for Pushbutton Pedestrian Detectors used with standard mounting options (i.e., Concrete, of Quantities” in the Signalization Plans. Payment Item number Item Description Unit Measure 665-1-AB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-665-001.pdf?sfvrsn=c35f7bc1_1Temporary Traffic Control
INDEX A-Z Search Asset Maintenance Temporary Traffic Controls File Title Attributes 102 Maintenance Specification (under development) -- Standard Plans 102-600 Series -- Standard Plans 102-600 Quick Reference Sheet PDF, . Useful Links Florida Initiatives Web Policies & Notices FDOT Americans
https://www.fdot.gov/maintenance/divisions.shtm/roadway/temporary-traffic-control521-422-IndReviewResponse
Industry Review Comments and Responses FDOT – Standard Plans 1 Index 521-422 Traffic Railing – (42” Vertical Shape) ORIGINATION Date: 1/15/25 Name: Josh Turley Phone: 414-4475 Email: Joshua.turley@dot.state.fl.us COMMENTARY Sheet 2: Some Districts and EORs have been using a sidewalk slope of 0.015 ft/ft to help make sure the finished slope stays within the ADA limit of 0.02 ft/ft, joints. COMMENTS AND RESPONSES BLACK = Industry Review Comments BLUE = Standard Plans Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/521-422-indreviewresponse.pdf?sfvrsn=ae51aa18_1