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Ch4-5-PlanProfileGenNotesProjLayoutQ&A

 1 Q&A for . . . J a n u a r y 2 1 , 2 0 1 5 F D OT Plan Development Workflows – Ch4 & 5 Plan‐Profile Sheets, General Notes, & Project Layout Q: Where can I find the power point for this webinar series? A: All webinars recorded for downloading from the ECSO website, along with any electronic copies of power points, Q&A documents, or other attachments. http://www.dot.state.fl.us/ecso/downloads/GoToMeetingTraining/PostedWebinars.shtm#loadSection Q: Can you re‐post the link

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch4-5-planprofilegennotesprojlayoutq-a.pdf?sfvrsn=cf7ffe94_2

Ch4-5-PlanProfileGenNotesProjLayoutQ&A-961336551

 1 Q&A for . . . J a n u a r y 2 1 , 2 0 1 5 F D OT Plan Development Workflows – Ch4 & 5 Plan‐Profile Sheets, General Notes, & Project Layout Q: Where can I find the power point for this webinar series? A: All webinars recorded for downloading from the ECSO website, along with any electronic copies of power points, Q&A documents, or other attachments. http://www.dot.state.fl.us/ecso/downloads/GoToMeetingTraining/PostedWebinars.shtm#loadSection Q: Can you re‐post the link

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/ch4-5-planprofilegennotesprojlayoutq-a-961336551.pdf?sfvrsn=edd4b725_2

RSigningPavementMarkingsandLighting

T A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, Post, Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM A307 with Galvanized Hex Nuts, A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE (O.D. in.) 11 3 700-010 SINGLE COLUMN GROUND, " Plate (Typ.) Aluminum Base F i n i s h e d G r a d e 4 " M a x . T o 'W, Size 'D' Base Bolt (Typ.) High Strength ' L ' 'L' M L/2 (See Note 3.D) Shims As Reqd. F

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/ser/rsigningpavementmarkingsandlighting.pdf?sfvrsn=af0777da_1

2025-FRPi-PGA_FSB_SoldierPileWall_CaseStudy

resistance of transverse reinforcement: • Minimum yield strength of reinforcement (f y ) • f y = 60ksi, : • Design tensile strength of transverse reinforcement (f fv ) • Function of the bar diameter, to 0.004*E f = ~26ksi • Limited the strain limits the shear crack width, and prevent degradation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/innovation/2025-camx/2025-frpi-pga_fsb_soldierpilewall_casestudy.pdf?sfvrsn=a449a524_1

2025 Debt and Debt-Like Financing Rpt

A L O O S A W A L T O N HOLMES BAY C A L H O U N L I B E R T Y F R A N K L I N LEON GADSDEN GULF WAKULLA J E F F E R S O N MADISON HAMILTON TAYLOR L A F A Y E T T E S U W A N N E E C O L U M B I A DIXIE U N I O N BAKER, MARION F L A G L E R V O L U S I A SEMI. ORANGE B R E V A R D L A K E, U N L I B E R T Y F R A N K L I N LEON GADSDEN GULF WAKULLA J E F F E R

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/comptroller/pdf/gao/revmanagement/2025-debt-and-debt-like-financing-rpt.pdf?sfvrsn=d76e5d8a_3

Attachment C - Sample Nondiscrimination Policy and Plan for Local Agencies

agency departments. f. Nondiscrimination Training The Nondiscrimination Coordinator should provide, on getting started. Both F HWA and F DOT are always researching methods of compliance and are happy, funds without express approval from FDOT and FHWA. Per 49 C.F.R. 26.51(f), where State Departments

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/lap/title-vi/policy-and-plan_resaved-from-webpage877fa4415d8f4ff9b8695d0df4a4cc9a.pdf?sfvrsn=87f0eb22_9
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