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SPI-436-001

Standard Plans Instructions Topic No. 625-010-003 Index 436-001 Trench Drain FY 2024-25 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

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SPI-521-002

Specifications , 8th Edition; Structures Design Guidelines (SDG) ; FDOT Design Manual (FDM) ; AASHTO, (PPB) when bridge piers require protection. See FDM 215 and SDG , Chapter 2, for PPB, applicability, see the Pier Protection Selection Flowchart in FDM 215 . Generally, if the bridge pier, 44" or 56") depending on its proposed location relative to the bridge pier, as defined in FDM 215

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SPI-546-001

at pedestrian crosswalks. For requirements on the use of Short-Term Raised Rumble Strips, See FDM 240

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SPI-630-001

. For conduit installed in conjunction with Intelligent Transportation Systems (ITS), see FDM 233

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245 - Aviation

110.5.1 of the FDOT Design Manual (FDM) and may require an Obstruction Evaluation/Airport Airspace

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2024June-Fri09-NexGenLessonsLearned

in plans • Early 3D review of the Survey • Model Management • Follow FDM 900 Series • Labeling

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2024June-Thu1-DesignLessonsLearned

r y Products Proprietary Products (PPC) • Form 110 (located in FDM) • Letter from Agency, Learned – Proprieta r y Products • Form 110 (located in FDM) Lessons Learned – Proprieta r y Products • Form 110 (located in FDM) Lessons Learned – Proprieta r y Products • Excerpt of letter from, noted, you need to use FDM • Talk to your DDE about options to use Florida Green Book if desired

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Exhibit 212-8

' 20' 6 0 ' C R 4 ' 4 0 ' SWEPT PATH LEGEND: L� FDM 212 * WB-40 AASHTO 2018 SU

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Exhibit 212-10

' 4 ' R 5 5 ' R 5 5 ' R 4 ' R L� FDM 212 * RETURNS: Returns Depicted: Three

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2025FDM921TTCP

for the development of TTCP sheets. See FDM 240 for requirements of TTCP designs. The amount, as discussed in FDM 921.5. 921.7 Detour Plan Sheets Detours often use an outline (stick diagram, responsive mode signal operations for the duration of the contract. Refer to FDM 941 for required plan, regardless of sheet size selected. Refer to FDM 943 for required plan content

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2025FDM275TreeRelocation

Topic #625-000-002 FDOT Design Manual 275 - Tree and Palm Relocation 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 pruning and r

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2025FDM152ShopDrawings

-Conventional Projects: Delete FDM 152.3 and see RFP for Shop Drawing requirements. 152.4 Submittals, for guidance. Figures 152.11.1 through 152.11.3 shown in FDM 152.11 illustrate the flow of submittals, 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 for EOR Topic, in accordance with FDM 152 and with the Contract. 152.5.2 Requirements for Consultant EOR (Full Services

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2025FDM132PSESubmittalPackageRev

professional signs and seals each revised document in accordance with the requirements of FDM 130, sheet. See FDM 910 for instructions on recording a revision on the Key Sheet. Submit each revised, with the revision package in the revision memo (FDM 132.5). The revision memo then indicates which component, to the appropriate office (see FDM 131.2.1 ). The receiving office will check the revisions

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2025FDM213ModRoundabout

. The criteria contained in the FDM are supplemented by guidance provided in the National Cooperative, are required for high-speed approaches as discussed in FDM 213.3.1 . For low-speed approaches, 50-foot, roadway (400 feet) does not apply within the functional area of the intersection. See FDM 212.4, . See FDM 213.3.7 for cross slope requirements. 213.3.5 Splitter Islands Splitter islands, fastest path analysis has been adopted by the Department and can be downloaded from the FDM web page

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