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SP0050107

near the worksite on a 24-hour basis, seven days a week. Designate this person as the point, of personnel designated to be contacted in cases of emergencies. SUBARTICLE 5-10.2 is expanded

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/sp0050107b1cae0ec-272a-4658-9940-ea867d7e82cc.pdf?sfvrsn=845b065c_3

SP0050107

is available at or reasonably near the worksite on a 24-hour basis, seven days a week. Designate, the phone numbers and names of personnel designated to be contacted in cases of emergencies

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/sp0050107.pdf?sfvrsn=161311b4_1

SP0050107

is available at or reasonably near the worksite on a 24 hour basis, seven days a week. Designate, the phone numbers and names of personnel designated to be contacted in cases of emergencies

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/sp0050107.pdf?sfvrsn=1cd46210_1

SP0050107

is available at or reasonably near the worksite on a 24 hour basis, seven days a week. Designate, the phone numbers and names of personnel designated to be contacted in cases of emergencies

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/sp0050107.pdf?sfvrsn=327ba9ca_1

SP0050107

is available at or reasonably near the worksite on a 24 hour basis, seven days a week. Designate, the phone numbers and names of personnel designated to be contacted in cases of emergencies

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/sp0050107.pdf?sfvrsn=ad991ef0_2

the worksite on a 24-hour basis, seven days a week. Designate this person as the point of contact, designated to be contacted in cases of emergencies. SUBARTICLE 5-10.2 is expanded by the following

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/maintenance/finalized/spm0050107-726.docx?sfvrsn=c81c2cb5_2

2026FDM213ModRoundabout

roundabout designs that are simplistic and have pavement widths based on necessity . Use 20-year design, Topic #625-000-002 FDOT Design Manual January 1, 2026 213 - Modern Roundabouts 1 213 Modern Roundabouts 213.1 General This chapter provides design criteria for the geometric layout of modern, /TrafficServices/Intersection_Operations.shtm Topic #625-000-002 FDOT Design Manual January 1, 2026 213 - Modern Roundabouts 2 Exhibit 213-1: Design Details Topic #625-000-002 FDOT Design Manual

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm213modroundabout.pdf?sfvrsn=2677fe65_15

CTQM CH 1

): The designation used to refer to the training program developed to meet 23 CFR 637. Construction, Administration 1-3 District Construction Training Administrator (DCTA): The individual designated, designated by the Director, Office of Construction, as the c oordinator of all c onstruction training for the Department. Self-Study Course: A non-instructor led course designed for completion outside, , then a new chapter will be written by the SCTA or designee. After drafting a proposed new chapter

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/new_files/ctqm-ch-1.pdf?sfvrsn=a92044cf_3

2830100ind

shoulders, with the restriction that RAP Base not be used on shoulders designated as Emergency Shoulder, : Other Affected Documents/Offices Contacted Yes/No Other Standard Plans No Florida Design Manual, designated as Emergency Shoulder Use nor substitute RAP in lieu of stabilized subgrade. Shoulders designated as Emergency Shoulder Use can be found on the Department’s website at the following URL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/2830100ind.pdf?sfvrsn=b3bb42a7_1

9920400.FHWA

Supplemental Specification. The changes are proposed by Ed Cashman of the State Roadway Design Office, luminaire shall be a slipfitter type designed to accommodate a 1-1/2 inch, Schedule 40 steel pipe arm, type designed to accommodate a 1-1/2 inch, Schedule 40 steel pipe arm connection

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9920400.fhwa.pdf?sfvrsn=c1dbc884_0

6820102.FHWA

Supplemental Specification. The changes are proposed by Andre Pavlov of the State Structures Design Office, withstandingbe designed for 150170 mph wind speeds and meet the requirements of the Department’s, hardware, and any other camera-related material that is exposed to the environment must be designed

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/6820102.fhwa.pdf?sfvrsn=2dbde36c_0

Sean Dillon Resume 03-11-25

and alternative delivery systems, especially for design-build and PPP delivery methods. A principal, of representing construction industry participants with different viewpoints, including design-builders, design consortia, owners, contractors, subcontractors and sureties. His practice has extended, extensive DRB proceedings regarding a $1.7+ billion design-build light rail / stations project, – 2023-2024 - Disputes involved extensive claims for design errors & omissions, as well as delay

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/sean-dillon-resume-03-11-25.pdf?sfvrsn=ad58bb74_1

2025.06.16 Sean M Dillon CV

experience with mega-projects and alternative delivery systems, especially for design-build, with different viewpoints, including design-builders, design consortia, owners, contractors, subcontractors, extensive DRB proceedings regarding a $1.7+ billion design-build light rail / stations project. - Disputes, – 2023-2024 - Disputes involved extensive claims for design errors & omissions, as well as delay and disruption, regarding a $2.5+ billion PPP design-build light rail / stations project. - Amounts

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/2025-06-16-sean-m-dillon-cv.pdf?sfvrsn=cee12c31_1

LAP344

of cement is designated in the Contract Documents, use Type I, Type IL, Type IP, Type IS, Type II, design to the Engineer. The target slump for slip-form mix is 1.50 inches. (4) When precast three-sided, to verify that the construction of the project agrees with the QC plan. 344-3.4 Concrete Mix Design: Before producing any Category 1 or Category 2 concrete, submit the proposed mix designs to the Engineer. For Category 3, submit to the Engineer for approval, FDOT approved mix designs. Do not use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap344.docx?sfvrsn=95bd7fb3_1

LAP3440000

of cement is designated in the Contract Documents, use Type I, Type IL, Type IP, Type IS, Type II, design to the Engineer. The target slump for slip-form mix is 1.50 inches. (4) When precast three-sided, to verify that the construction of the project agrees with the QC plan. 344-3.4 Concrete Mix Design: Before producing any Category 1 or Category 2 concrete, submit the proposed mix designs to the Engineer. For Category 3, submit to the Engineer for approval, FDOT approved mix designs. Do not use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6

LAP3440000-122impl

type of cement is designated in the Contract Documents, use Type I, Type IL, Type IP, Type IS, Type, ) For a reduction in the target slump for slip-form operations, submit a revision to the mix design to the Engineer, that the construction of the project agrees with the QC plan. 344-3.4 Concrete Mix Design: Before producing any Category 1 or Category 2 concrete, submit the proposed mix designs to the Engineer. For Category 3, submit to the Engineer for approval, FDOT approved mix designs. Do not use

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/implemented/lap3440000-122impl.pdf?sfvrsn=611b8c3c_2

653-001-IndustryReviewResponse2

notice that some designers will put the pedestrian signal pull box 20'-30' away from, . Specific project designs may or may not require entirely separate cables due to local rules

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/653-001-industryreviewresponse2.pdf?sfvrsn=1b3e91ad_1

fm-se-10-QMP-template_10312024_FINAL

planning, systems engineering analysis, design, estimating, construction, integration, and testing, , contractual requirements, and the approved design criteria. Backchecker: An individual, typically, disposition by the Originator or designee. Verification of that all applicable updates were made, disciplines to ensure consistency of the design between disciplines and segments; between design prepared by a prime consultant and its subconsultants; between design of the project and potential adjacent

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/its/projects_deploy/semp/fm-se-10-qmp-template_10312024_final.docx?sfvrsn=1c509417_1