13199 search results for DESIGN
SP1100601
CLEARING AND GRUBBING - REMOVAL OF EXISTING BRIDGES – GENERAL. (REV 9-10-07) (FA 2-15-08) (1-19) SUBARTICLE 110-6.1 is expanded by the following: The debris from bridge number ________________ on this Contract is designated to be delivered to ________________. This agency has requested, . Assume sole responsibility for the coordination and delivery of the debris to the designated, to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp1100601.pdf?sfvrsn=8a8ac37_2SP1100601
CLEARING AND GRUBBING - REMOVAL OF EXISTING BRIDGES – GENERAL. (REV 9-10-07) (FA 2-15-08) (7-18) SUBARTICLE 110-6.1 is expanded by the following: The debris from bridge number ________________ on this Contract is designated to be delivered to ________________. This agency has requested, . Assume sole responsibility for the coordination and delivery of the debris to the designated, to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp1100601.pdf?sfvrsn=974bd2d1_0SP1100601
CLEARING AND GRUBBING - REMOVAL OF EXISTING BRIDGES – GENERAL. (REV 9-10-07) (FA 2-15-08) (1-18) SUBARTICLE 110-6.1 is expanded by the following: The debris from bridge number ________________ on this Contract is designated to be delivered to ________________. This agency has requested, . Assume sole responsibility for the coordination and delivery of the debris to the designated, to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp1100601.pdf?sfvrsn=82efa660_0SP1100601
REMOVAL OF EXISTING STRUCTURES – STRUCTURES TO BE REMOVED. (REV 9-10-07) (FA 2-15-08) (1-17) SUBARTICLE 110-6.1 is expanded by the following: The debris from bridge number ________________ on this contract is designated to be delivered to ________________. This agency has requested delivery, . Assume sole responsibility for the coordination and delivery of the debris to the designated location, to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp1100601.pdf?sfvrsn=6a11aa2e_0SP1100601
REMOVAL OF EXISTING STRUCTURES – STRUCTURES TO BE REMOVED. (REV 9-10-07) (FA 2-15-08) (1-10) SUBARTICLE 110-6.1 (Page 154) is expanded by the following: Thedebrisfrom bridge number ________________ on this contract is designated to be delivered to ________________. This agency has requested, site. Assume sole responsibility for the coordination and delivery of the debris to the designated, of the debris to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp1100601.pdf?sfvrsn=9b226fe8_0SP1100601
REMOVAL OF EXISTING STRUCTURES – STRUCTURES TO BE REMOVED. (REV 9-10-07) (FA 2-15-08) (1-13) SUBARTICLE 110-6.1 (Page 151) is expanded by the following: The debris from bridge number ________________ on this contract is designated to be delivered to ________________. This agency has, to the designated location, at no cost to the Department. Upon receipt of the debris, the receiving agency, of the debris to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1100601.pdf?sfvrsn=cb3edbc4_0SP1100601-i19811
CLEARING AND GRUBBING - REMOVAL OF EXISTING BRIDGES – GENERAL. (REV 9-10-07) (FA 2-15-08) (FY 2026-27) SUBARTICLE 110-6.1 is expanded by the following: The debris from bridge number ________________ on this Contract is designated to be delivered to ________________. This agency has requested, site. Assume sole responsibility for the coordination and delivery of the debris to the designated, of the debris to the designated location is included in the cost for demolition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/workbook/sp1100601-i19811.pdf?sfvrsn=b90f37bc_1DEV105-346-MM92VM (5-8-23)
), has designated personnel including plant manager of QC, concrete mix designer, concrete batch, than 90 percent of the design radial height. Repair or adjust mixers of other designs per mixer, Technologist Level 2. 105-8.7.2 Concrete Mix Designer: Ensure that the concrete mix designer has, , for concrete mix designs of prestressed concrete products. 2.National Ready Mix Concrete Association, by the following: 346-6.2 Concrete Mix Design: Provide concrete that has been produced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev105-346-mm92vm-(5-8-23).pdf?sfvrsn=a954fa8a_4Section63V2
) is designed to provide guidelines that are used by Plants to produce Structures in conformance with theto, the manufacture of products designated for FDOT Department use. Photographs and videos will be taken, Plans or current approved shop drawings. Requests for modified Structure designs require the Plant, calculations to demonstrate the revised design meets or exceeds the structural and hydraulic intent of the design represented in the most current version of the Standard Plans . Approved Producer shop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section63v2.pdf?sfvrsn=55bf8127_12025FDM266BikePedBridge
FDOT Design Manual 266 - Bicycle and Pedestrian Bridges Table 266.2.1 Designer Qualifications, Topic #625-000-002 FDOT Design Manual 266 - Bicycle and Pedestrian Bridges 266 Bicycle, for information on bicycle and pedestrian facilities. See Chapter 10 of the Structures Design Guidelines (SDG) for information on pedestrian bridges. 266.2 Designer Qualifications Engineering firms must be technically pre-qualified with the Department in the appropriate bridge design work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm266bikepedbridge.pdf?sfvrsn=c946e3cd_32026FDM266BikePedBridge
Design Guidelines (SDG) for information on pedestrian bridges. 266.2 Designer Qualifications Engineering firms must be technically pre-qualified with the Department in the appropriate bridge design work type(s) in accordance with Rule 14-75, Florida Administrative Code when designing, designs of all eligible pedestrian bridge producers. The design must envelope the most extreme, Topic #625-000-002 FDOT Design Manual January 1, 2026 266 - Bicycle and Pedestrian Bridges 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm266bikepedbridge.pdf?sfvrsn=597ff88e_53340203-722origind
test data indicating compliance with all mix design criteria to the Engineer. For all mix designs, 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, crushing operations and the stockpile will receive a new number designation from the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3340203-722origind.pdf?sfvrsn=ae041aeb_2SP0080303
PROSECUTION AND PROGRESS - BEGINNING WORK. (REV 9-18-09) (1-10) SUBARTICLE 8-3.3 (Page 82) is deleted and the following substituted: 8-3.3 Beginning Work: Notify the Engineer not less than five days in advance of the planned start day of work. Upon the receipt of such notice, the Engineer may give the Contractor Notice to Proceed and may designate the point or points to start the work. In the Notice to Proceed, the Engineer may waive the five day advance notice and authorize
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp0080303.pdf?sfvrsn=101055bd_02026FDM266BikePedBridge
Design Guidelines (SDG) for information on pedestrian bridges. 266.2 Designer Qualifications Engineering firms must be technically pre-qualified with the Department in the appropriate bridge design work type(s) in accordance with Rule 14-75, Florida Administrative Code when designing, designs of all eligible pedestrian bridge producers. The design must envelope the most extreme, Topic #625-000-002 FDOT Design Manual January 1, 2026 266 - Bicycle and Pedestrian Bridges 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm266bikepedbridge.pdf?sfvrsn=6160154_41100302.impl
or directed by the Engineer. At the driplines of areas designated as trees to remain, construct a tree protection barrier in accordance with Design Standards, Index No. 542. When pruning cuts or root, : Areas to remain natural may be designated in the Plans. Protect these areas with a tree protection barrier in accordance with Design Standards, Index No. 542. No clearing and grubbing, staging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1100302.impl.pdf?sfvrsn=b2a93ae2_02025 TRIP Application Help Guide
is regionally significant and what are the criteria? • Regional transportation areas designate regionally, to the characteristics and policies of each region. FDOT has provided guidance for these designations, to be reduced. • Who decides what is regionally significant? RTP designates regionally significant facilities. FDOT provides guidance for these designations and has identified characteristics, was performed or not. ➢ Indicate if design plans are available. ➢ Attachment B – Environmental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/nwflroads/2025-trip-application-help-guide4734876d-0bf1-4726-8cfc-55feea7a2e85.pdf?sfvrsn=8e76bd5a_1FDOT Permit Handbook
................................................. 2-9 2.3 Participation in the Design Phase, of MHW and MLW Elevations relating to Wetland Mitigation Design, Hydrology, and to Assure Compliance, . . ................................................... 5 -18 Table 6-1 Plan Phases Explained (see FDOT Design, Resources Coordinator CWA Clean Water Act CZMA Coastal Zone Management Act D/B Design-Build DHR, ) staff, FDOT offices (e.g., Environmental Management, Design, Construction, and Maintenance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/fdot-permit-handbook.pdf?sfvrsn=68d9abb0_32025-ADA
10 222.1 General -Process a DesignVariation when the design criteria for pedestrian facilities, 2/4/2025 1 ADA DESIGN CONSTRUCTION & MAINTENANCE SAFETY & ACCESSIBILITY! 2 Brief History of the ADA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT, of the ADA FDOT Design Manual (FDM) FDOT Standard Plans FDOT Standard Specifications FDOT, FOR PEDESTRIANS SAFETY & ACCESSIBILITY! 8 Brief History of the ADA FDOT Design Manual (FDM) FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/2025-ada.pdf?sfvrsn=aebab46b_1SPI-425-070
Structures FY 2024-25 1 Index 425-070 Skimmer for Outlet Control Structures Design Criteria FDOT Design Manual (FDM) FDM 308; Drainage Manual (DM) ; Structures Design Guidelines (SDG) Design, structures must be designed in accordance with the requirements of SDG 3.17 . Plan Content Requirements, Index 425-070 with the outlet control structure details. Where a different skimmer design is needed, UV sunlight exposure. Fiberglass skimmer designs must Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-070.pdf?sfvrsn=74a15949_2SPI-425-070
Structures FY 2025-26 1 Index 425-070 Skimmer for Outlet Control Structures Design Criteria FDOT Design Manual (FDM) FDM 308; Drainage Manual (DM) ; Structures Design Guidelines (SDG) Design, structures must be designed in accordance with the requirements of SDG 3.17 . Plan Content Requirements, Index 425-070 with the outlet control structure details. Where a different skimmer design is needed, UV sunlight exposure. Fiberglass skimmer designs must Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-070.pdf?sfvrsn=8d3e5d6b_1