1785 search results for fdm
SPI-455-054
cut-off elevation tables are acceptable. See FDM 115 for more information regarding use of Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-054.pdf?sfvrsn=543d2130_1SPI-521-002
Specifications, 8th Edition; Structures Design Guidelines (SDG); FDOT Design Manual (FDM); AASHTO Manual, bridge piers require protection. See FDM 215 and SDG, Chapter 2, for PPB requirements and options, the Pier Protection Selection Flowchart in FDM 215. Generally, if the bridge pier is designed, proposed location relative to the bridge pier, as defined in FDM 215. C. Pier Protection - Begin/End
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-002.pdf?sfvrsn=6a0856f5_12026FDM152ShopDrawings
for Non-Conventional Projects: Delete FDM 152.3 and see RFP for Shop Drawing requirements. 152.4, for guidance. Figures 152.11.1 through 152.11.3 shown in FDM 152.11 illustrate the flow of submittals, that the shop drawing was reviewed in accordance with FDM 152 and with the Contract. Modification for Non-Conventional Projects: Delete FDM 152.5.1 and replace with the following: 152.5.1 Review Requirements, that the shop drawing was reviewed in accordance with FDM 152 and with the Contract. 152.5.2 Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm152shopdrawings.pdf?sfvrsn=dbde73d8_12026FDM226PattPavt
pavers can be used on certain side streets and areas not subject to vehicular traffic (see FDM 226.3, and wear characteristics for the full life of typical roadway pavement (see FDM 226.4). See, Highway System are to include the provisions outlined in FDM 226.4.1 for the duration, extensions, sidewalks, and landscaping borders. See FDM 127.2 (15) for limitations on the use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm226pattpavt.pdf?sfvrsn=2ba556fb_12026FDM275TreeRelocation
Topic #625-000-002 FDOT Design Manual January 1, 2026 275 - Tree and Palm Relocation 1 275 Tree and Palm Relocation 275.1 General This chapter provides the criteria and requirements for relocation of trees and palms. For Tree and Palm Relocation plan content, refer to FDM 944. Relocation of trees and palms requires the approval of the District Landscape Architect. Develop a root pruning and relocation plan tailored to the species being relocated. Time periods r equired between root
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm275treerelocation.pdf?sfvrsn=7dfcfe5e_12026FDM901SeqOfPlans
be found in FDM 110, 111, 112, and 120. These chapters contain a comprehensive discussion, - Sequence of Plans Preparation 3 901.3 Conventional (Design-Bid-Build) Projects See FDM 120, . For bridge submittal requirements, see FDM 121. The standard phase submittals are: Phase I, Phase II, Report (see FDM 902) and input quantities into Designer Interface for AASHTOWare Project, ) system (see FDM 111.2.1) to reflect the begin and end project mileposts. (3) Finalize all plan sheets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm901seqofplans.pdf?sfvrsn=1c8f77e6_3SPI-436-001
Standard Plans Instructions Topic No. 625-010-003 Index 436-001 Trench Drain FY 2026-27 1 Index 436-001 Trench Drain Design Criteria FDOT Design Manual (FDM) ; Drainage Manual (DM) Design Assumptions and Limitations Trench drain is intended for use in gutters and driveways as shown on the typical locations on Sheet 2. Type I is intended for use in Type E, F, and drop curbing, and adjacent to traffic separators and standard barrier walls. The width of the channel grate for Type I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-436-001.pdf?sfvrsn=ca9e3ac3_1SPI-546-001
at pedestrian crosswalks. For requirements on the use of Short-Term Raised Rumble Strips, See FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-546-001.pdf?sfvrsn=ac745bd6_1SPI-630-001
. For conduit installed in conjunction with Intelligent Transportation Systems (ITS), see FDM 233
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-630-001.pdf?sfvrsn=6722893a_1Exhibit 212-8
LEGEND: L� FDM 212 * WB-40 are by AutoTURN 4.0 for the AASHTO 2018 SU and WB-40 tractor-semitrailer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-8.pdf?sfvrsn=43c30ff_2Exhibit 212-10
0 ' C R 4 ' 4 ' 2 4 ' 4 0 ' 2 4 ' 4 ' R 5 5 ' R 5 5 ' R 4 ' R L� FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-10.pdf?sfvrsn=1bc41e45_3TEO_2026_MUTS_Bulletin_25-03
with the 2026 Florida Design Manual (FDM) Table 122.6.2: FDOT KABCO Crash Costs. Updated references
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/muts/muts-2026/teo_2026_muts_bulletin_25-03.pdf?sfvrsn=3f69bc08_1SPI-425-080
Standard Plans Instructions Topic No. 625-010-003 Index 425-080 Utility Conflicts Thru Drainage Structures FY 2026-27 1 Index 425-080 Utility Conflicts Thru Drainage Structures Design Criteria and Guidance FDOT Design Manual (FDM) ; Drainage Manual (DM) ; Drainage Design Guide (DDG) Design Assumptions and Limitations These details are for construction field expediency to resolve utility conflicts that cannot be remedied by relocation. Review the wall section for strength when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-425-080.pdf?sfvrsn=9723b0a8_1District 5 Consultant Project Management
Links Basis of Estimates Manual FDOT Specifications Pond Letters BDR-BHR Submittals FDM
https://www.fdot.gov/designsupport/districts/d5/default.shtmDistrict 5 Consultant Project Management
Links Basis of Estimates Manual FDOT Specifications Pond Letters BDR-BHR Submittals FDM
https://www.fdot.gov/fpo/pm/districts/district-5-consultant-project-management2024FDM127CAF
at motorists, bicyclists or pedestrians. For roadway and intersection lighting criteria see FDM, (a) The location must be outside the appropriate lateral offset or clear zone as defined in FDM, be outside the appropriate clear zone and lateral offset as defined in FDM 215.2.3 and 215.2.4, is conducted in two phases, the Concept Phase and the Final Phase. When any of the requirements in FDM, Office. The concept submittal must include a Submittal/Approval Letter , which can be found in FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm127caf.pdf?sfvrsn=a40ace14_1447435 Technical Scope_Final
in the 2024 FDOT Design Manual (FDM). Project Abstract Milling and resurfacing on SR 540 from East of Jim, : The 2024 FDOT Design Manual (FDM), Florida Department of Transportations (FDOT) FY2024-25, ½" FC- 12.5 (Traffic C, PG 76-22). In accordance with the FDM, Chapter 214 and the Standard Plans, should analyze the curve data e-factor to verify it meets the required criteria per the January FDM, , whichever is greater. Follow the minimum and maximum width recommendations as outlined in the FDM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/25119/447435-technical-scope_final.pdf?sfvrsn=c64b8a4a_12024FDM127CAF
criteria see FDM 231. When located near an airport, the feature must not create a hazard, lateral offset or clear zone as defined in FDM Table 215.2.3 and 215.2.4, .and should, be outside the appropriate clear zone and lateral offset as defined in FDM 215.2.3 and 215.2.4, of the requirements in FDM 127.2 are not met, a Design Variation must be approved by the District Secretary, in FDM 103, Form 122-A . The Submittal/Approval Letter is to be signed by a representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm127caf.pdf?sfvrsn=a8180025_22025FDM127CAF
not be directed at motorists, bicyclists or pedestrians. For roadway and intersection lighting criteria see FDM, as defined in FDM Table 215.2.3 and 215.2.4, and should be as close to the right of way line, . (c) The location must be outside the appropriate clear zone and lateral offset as defined in FDM, of the requirements in FDM 127.2 are not met, a Design Variation must be approved by the District, can be found in FDM 103, Form 122-A . The Submittal/Approval Letter is to be signed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm127caf.pdf?sfvrsn=cec28728_22025FDM127CAF
. For roadway and intersection lighting criteria see FDM 231. When located near an airport, the feature, : (a) The location must be outside the appropriate lateral offset or clear zone as defined in FDM Table, in FDM 215.2.3 and 215.2.4 and should be as close to the R/W line as practical. (d, and the Final Phase. When any of the requirements in FDM 127.2 are not met, a Design Variation must, , which can be found in FDM 103, Form 122-A . The Submittal/Approval Letter is to be signed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm127caf.pdf?sfvrsn=36fbc9ea_1