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2026FDM121BrProjDev
Developmental Standard Plans or modified versions of Developmental Design Standards (f) Items, limitations in the widened configuration, (e) Historical significance (see FDM 121.9.5), and (f) Sites, the alternates for inclusion in the BDR. (f) See Chapter 25 of the Structures Detailing Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm121brprojdev.pdf?sfvrsn=d2ce892a_52026FDM121BrProjDev
Developmental Standard Plans or modified versions of Developmental Design Standards (f) Items not covered, configuration, (e) Historical significance (see FDM 121.9.5), and (f) Sites where there has been, FDOT Design Manual January 1, 2026 121 - Bridge Project Development 14 (f) Report the estimated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm121brprojdev.pdf?sfvrsn=949bcbe9_520231017_448971-1_SR 70_91070
O N D I T I O N COMMENTS 36 8.291 ML R2 Y 1.6 3.1 4.7 11.7 2.9 C II S F 62 8.292 ML L2 Y 1.1 3.4 4.5 10.9 F 33 8.337 ML R2 Y 1.5 3.0 4.5 10.5 3.5 C III S P 61 8.376 ML L2 N 1.2 3.6 4.8 11.2 12.0 F 38 8.391 ML R1 N 1.3 3.1 4.4 11.8 F 60 8.415 ML L1 Y 1.5 2.5 4.0 10.0 4.0 C III S P 31 8.435 ML R1 Y 1.3 2.4 3.7 10.3 3.7 C III S F 41 8.501 ML R2 Y 1.3 2.7 4.0 13.1 1.8 C III S F 58 8.508 ML L2 Y 1.4 3.1 4.5 11.6 2.5 C II S F 57 8.556 ML L1 Y 1.7 4.1 5.8 9.9 0.3 C IB L F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/91/20231017_448971-1_sr-70_91070.pdf?sfvrsn=88510c0_2BDV31-977-132 Summary
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https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/project-summaries/2024/bdv31-977-132-summary.pdf?sfvrsn=c07dd171_1Exhibit 222-1
F F MEDIAN CROSSINGS G G DEPRESSED SIDEWALK RAISED SIDEWALK SECTION F-F SECTION G-G Median Median Median Median Transition Slope Transition Slope Face Of Curb Face Of Curb Face Of Curb Face Of Curb Curb Transition (Curb & Gutter Type E Shown) ¡ Median Median Crossing Surface (Concrete Sidewalk) Curb Transition (Curb & Gutter Type E Shown) ¡ Median Median Crossing Surface (Concrete Sidewalk) 2' Detectable Warnings 2' Detectable Warnings 2' Detectable Warnings 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-222-1.pdf?sfvrsn=be1dd9b2_1Exhibit 230-10
A H E A D A H E A D 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L UPPER CHIPOLA TRAIL LEGEND Direction of Traffic FOR FLORIDA NATIONAL SCENIC TRAILS TYPICAL SIGNING AND PAVEMENT MARKING 01/01/2024 EXHIBIT 230-10 UPPER CHIPOLA TRAIL 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L NOT TO SCALE 500' 500' RS-068 TRAIL MARKER W 1 6 - 7 P L W 1 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-10.pdf?sfvrsn=2c20abc8_1Exhibit 222-1
F F MEDIAN CROSSINGS G G DEPRESSED SIDEWALK RAISED SIDEWALK SECTION F-F SECTION G-G Median Median Median Median Transition Slope Transition Slope Face Of Curb Face Of Curb Face Of Curb Face Of Curb Curb Transition (Curb & Gutter Type E Shown) ¡ Median Median Crossing Surface (Concrete Sidewalk) Curb Transition (Curb & Gutter Type E Shown) ¡ Median Median Crossing Surface (Concrete Sidewalk) 2' Detectable Warnings 2' Detectable Warnings 2' Detectable Warnings 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-222-1.pdf?sfvrsn=4c33c0bb_1Exhibit 230-10
A H E A D A H E A D 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L UPPER CHIPOLA TRAIL LEGEND Direction of Traffic FOR FLORIDA NATIONAL SCENIC TRAILS TYPICAL SIGNING AND PAVEMENT MARKING 01/01/2024 EXHIBIT 230-10 UPPER CHIPOLA TRAIL 1 0 0 0 F E E T S C E N E I C T R A I L F L O R I D A N A T I O N A L NOT TO SCALE 500' 500' RS-068 TRAIL MARKER W 1 6 - 7 P L W 1 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-10.pdf?sfvrsn=207f7884_11200123SP
FILL GRAVEL. (REV 3-11-96) (1-04) ARTICLE 120-1 (Pages 147 and 148) is expanded by the following: TheworkunderthisSectionalsoincludesfurnishingandplacingfillgravelas shownintheplans. ARTICLE120-12(Page160)isexpandedbythefollowingnewSubarticle: 120-12.3 F i l l G r a v e l : F i l l G r a v e l i s measured by the cubic yard [cubic meter] of material placed according to the detail shown, F i l l G r a v e l : T h e q u a n t i t y o f fill gravel will be paid for at the Contract unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1200123sp.pdf?sfvrsn=75561da8_01210600.impl
121 FLOWABLE F I L L . (REV10-14-15)(FA1-11-16)(7-16) Article121-6isdeletedandthefollowingsubstituted: 121-6Acceptance. Acceptanceofflowablefillwillbebased on the following documentation and a minimum temperature of flowable fill at the point of delivery of 50ºF. Submit a delivery ticket to the Engineer for each load of flowable fill delivered to the worksite. Ensure that each ticket, me, 4. C l a s s a n d q u a n t i t y o f f l o w a b l e f i l l , 5.Actualbatchproportions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1210600.impl.pdf?sfvrsn=b9b73d7d_01200123SP
FILL GRAVEL. (REV 3-11-96) (1-04) ARTICLE 120-1 (Pages 147 and 148) is expanded by the following: TheworkunderthisSectionalsoincludesfurnishingandplacingfillgravelas shownintheplans. ARTICLE120-12(Page160)isexpandedbythefollowingnewSubarticle: 120-12.3 F i l l G r a v e l : F i l l G r a v e l i s measured by the cubic yard [cubic meter] of material placed according to the detail shown, F i l l G r a v e l : T h e q u a n t i t y o f fill gravel will be paid for at the Contract unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1200123sp.pdf?sfvrsn=f3f8f31d_0Specrev3
f f i c e o f C o n s t r u c t i o n R u d y P o w e l l , D i r e c t o r , O f f i c e o f M a i n t e n a n c e C O P I E S : D a n i e l S c h e e r , S t a t e S p e c i f i c a t i o n s, Iapprovetheimplementation plan of the subject Specification. Tim L a t t n e r S i g n a t u r e o n F i l e 1 2 - 1 8 - 1 5 D i r e c t o r , O f f i c e o f D e s i g n Date David S a d l e r S i g n a t u r e o n F i l e 1 2 - 1 8 - 1 5 D i r e c t o r , O f f i c e o f C o n struction Date Rudy P o w e l l S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/mandatory/specrev3.pdf?sfvrsn=49ff19e0_04550101.impl
455 STRUCTURES F O U N D A T I O N S . (REV7-1-15)(FA8-24-15)(1-16) SUBARTICLE455-1.1isdeletedandthefollowingsubstituted: 455-1.1MonitorExistingStructures:Monitorexistingstructures in accordance with Section 108. ARTICLE 455-27 is deleted and the following substituted: 455-27 Monitor Existing Structures. MonitorexistingstructuresinaccordancewithSection108. SUBARTICLE455-39.2isdeletedandthefollowingsubstituted: 455-39.2MonitorExistingStructures: Monitor existing structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4550101.impl.pdf?sfvrsn=c2c1cef2_0Specrev3
f f i c e o f C o n s t r u c t i o n R u d y P o w e l l , D i r e c t o r , O f f i c e o f M a i n t e n a n c e C O P I E S : D a n i e l S c h e e r , S t a t e S p e c i f i c a t i o n s, Iapprovetheimplementation plan of the subject Specification. Tim L a t t n e r S i g n a t u r e o n F i l e 1 2 - 1 8 - 1 5 D i r e c t o r , O f f i c e o f D e s i g n Date David S a d l e r S i g n a t u r e o n F i l e 1 2 - 1 8 - 1 5 D i r e c t o r , O f f i c e o f C o n struction Date Rudy P o w e l l S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/mandatory/specrev3.pdf?sfvrsn=a4fded40_0102-120IntReviewPkg
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension Link, ' - 0 " O f f s e t V a r i e s Object Marker is 18" Height to Bottom of Type 1 D, " 1" 1 ' - 6 " T r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120intreviewpkg.pdf?sfvrsn=c7647fa1_1102-120IndReviewPkg
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension Link, ' - 0 " O f f s e t V a r i e s Object Marker is 18" Height to Bottom of Type 1 D, " 1" 1 ' - 6 " T r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120indreviewpkg.pdf?sfvrsn=25d88051_1102-120FHWAReviewkg
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e 2'-3" 1" Tension Link, ' - 0 " O f f s e t V a r i e s Object Marker is 18" Height to Bottom of Type 1 D, " 1" 1 ' - 6 " T r a f f i c F a c e 1 ' - 6 " T r a f f i c F a c e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120fhwareviewkg.pdf?sfvrsn=787415e1_1SR72-PDE_PH_Section4f
SECTION 4(F) SR 72 (Clark Road) No permanent impact to Tw in Lakes Park access Proposed pond expansion Joint-Use Pond/Lake H u m m i n g b i r d A v e UF/IFA S What is Section 4(f)? Section 4(f) of the Department of Transportation Act of 1966 requires agencies using US Department of Transportation funds to consider impacts to public parks, recreation areas, wildlife, of the project development process and in accordance with Section 4(f), FDOT is seeking a de
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/sr72-pde_ph_section4f.pdf?sfvrsn=668db836_1Exhibit 918-1 Redlines
3 . 7 8 A C 1 2 3 4 5 6 SIDE DRAIN 18" CMP S W F L 3 7 . 3 4 N E F L 3 6 . 9 0 SIDE DRAIN 18" CMP S W F L 3 4 . 7 5 N E F L 3 4 . 2 9 SIDE DRAIN 18" CMP S E F L 3 5 . 1 4 N E F L 3 4 . 7 6 4 5 6 1A 1.13 AC 1.26 AC 1.25 AC 3.95 AC 0.06 AC 0.22 AC 0.18 AC 0 . 8, 0 . 3 3 A C 0 . 3 3 A C 7 8 9 1 0 1 1 S I D E D R A I N 1 8 " C M P S W F L 3 2 . 8 5 N E F L 3 3 . 1 3 S I D E D R A I N 1 8 " C M P S W F L 3 0 . 9 6 N E F L 3 0 . 6 8 C R O S S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-918-1-redlines.pdf?sfvrsn=5021fccd_2706-001FHWA-Approved
CROSSHATCHING RPM PLACEMENT AT INTERSECTIONS D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c Direction of Traffic D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c, D i r e c t i o n o f T r a f f i c D i r e c t i o n o f T r a f f i c Direction of Traffic D i r e c t i o n o f T r a f f i c D i r e c
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/706-001fhwa-approved.pdf?sfvrsn=3192137e_1