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Exhibit 212-8

' 20' 6 0 ' C R 4 ' 4 0 ' SWEPT PATH LEGEND: L� FDM 212 * WB-40 are by AutoTURN 4.0

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-8.pdf?sfvrsn=9b1bab0d_2

Exhibit 212-10

' 4 ' R 5 5 ' R 5 5 ' R 4 ' R L� FDM 212 * * Add 70' For Each Additional WB-40

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-10.pdf?sfvrsn=8b3c1d78_3

Standard Plans Instructions Topic No. 625-010-003 Index 425-080 Utility Conflicts Thru Drainage Structures FY 2025-26 1 Index 425-080 Utility Conflicts Thru Drainage Structures Design Criteria 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 the conflict

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-425-080.pdf?sfvrsn=186d9198_1

SPI-436-001

Standard Plans Instructions Topic No. 625-010-003 Index 436-001 Trench Drain FY 2025-26 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/2026/spi/spi-436-001.pdf?sfvrsn=52437c0_1

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-002.pdf?sfvrsn=fd9632c1_1

SPI-546-001

, See FDM 240 . Raised rumble strip limits encroaching into curves, and resulting in limited site

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-546-001.pdf?sfvrsn=d8a17a1f_1

SPI-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/2026/spi/spi-630-001.pdf?sfvrsn=feac44c4_1

SPI-455-060

are acceptable. See FDM 115 for more information regarding use of Data Tables. For projects without

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-060.pdf?sfvrsn=f52b4cfc_1

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/2026/spi/spi-455-054.pdf?sfvrsn=d6d9c3a3_1

SPI-455-154

are acceptable. See FDM 115 for more information regarding use of Data Tables. For projects without

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-154.pdf?sfvrsn=fea0a6e4_1

SPI-455-160

of the Data Table and/or separate pile cut-off elevation tables are acceptable. See FDM 115

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-455-160.pdf?sfvrsn=e78b28e4_1

2025FDM901SeqOfPlans

and updates to ensure technically correct and clear plans. Additional information can be found in FDM, Manual 901 - Sequence of Plans Preparation 901.3 Conventional (Design-Bid-Build) Projects See FDM 120, by the Department. For bridge submittal requirements, see FDM 121 . The standard phase submittals are: Phase I, of models to be contained in the BIM.zip file. (4) Complete the Estimated Quantities Report (see FDM, ) Address Phase III review comments. (2) Update the Work Program Administration (WPA) system (see FDM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm901seqofplans.pdf?sfvrsn=fac3244f_1

2025FDM226PattPavt

be used on certain side streets and areas not subject to vehicular traffic (see FDM 226.3 ). Section, and wear characteristics for the full life of typical roadway pavement (see FDM 226.4 ). See Section, 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/2025/2025fdm226pattpavt.pdf?sfvrsn=eb0f674c_1

2025FDM213ModRoundabout

. The criteria contained in the FDM are supplemented by guidance provided in the National Cooperative, in FDM 213.3.1 . For low-speed approaches, 50-foot desirable and 25-foot minimum tangent segments, the functional area of the intersection. See FDM 212.4 for more information on intersection functional area, be as flat as practical to allow the circulatory roadway pavement to slope to the outside. See FDM, be downloaded from the FDM web page. For consistency, this step- by-step procedure should

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm213modroundabout.pdf?sfvrsn=4e4b4830_1

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 required between root pruning

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm275treerelocation.pdf?sfvrsn=349a369c_1

2025FDM152ShopDrawings

for resubmittal. Modification for Non-Conventional Projects: Delete FDM 152.3 and see RFP for Shop, FDOT Shop Drawing Review Office for guidance. Figures 152.11.1 through 152.11.3 shown in FDM, ") must include language that states 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, AS NOTED") must include language that states that the shop drawing was reviewed in accordance with FDM

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm152shopdrawings.pdf?sfvrsn=be9eaa0a_1

DSPI-D520-030

Developmental Standard Plans Instructions Topic No. 625-010-003 Index D520-030Raised Crosswalks November 2024 1 Index D520-030 Raised Crosswalks Design Criteria FDOT Design Manual (FDM, Criteria Use raised crosswalks in conjunction with other Speed Management Strategies per FDM 202, in-street pedestrian crossing signs in addition to the requirements of TEM 5.2 and FDM 230, with FDM 910 . Show raised crosswalk in the plan view. Call out Developmental Standard Plan, Index

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/dev/dspi/dspi-d520-03042448362-0f6c-42a2-9a95-ddc2a46f2404.pdf?sfvrsn=6b3b4e_1

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