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BCR South - Virtual PIM#2 Draft Presentation V5 - May 2024
F I L M O R E S T P O L K S T T A Y L O R S T H A R R I S O N S T V A N B U R E N S T HOLLYWOOD STATION B U C H A N A N S T N 20 TH AVE F I, DROP-OFF EXISTING R/W PEDESTRIAN BRIDGE CENTER PLAT F O R M – 675 ft x 30 ft SIDING TRACKS, Coordination with State Historic Preservation Officer Recreational Section 4(f)(Parks and Preserves, Preservation Officer* – Ongoing ➢ Recreational Section 4(f)(Parks and Preserves) – No Impacts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/bcr-south---virtual-pim-2-draft-presentation-v5---may-2024.pdf?sfvrsn=3a4646c8_1Florida TIM Responder - March 2021
Management (TIM) professionals. Welcome to the first edition of the Florida TIM Responder, F l o r i d, S S p e c i a l i st IV, F D OT The District Six Traffic Incident Management (TIM) Team hosted, O F W E E K T H U R S DAY 19,858 SUNDAY 14,498 ARRIVA L S BY TIMEFRAME 3:00 pm - 6:00 pm 25,920 3, . About an hour later, F i re/Rescue notified District Five that the patient was expected to live. Fire, of the COV I D By Joudy Mendez, District Fo u r Traffic Incident Program Manager, F D OT This past
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cvotim/tim/newletters/florida-tim-responder---march-2021.pdf?sfvrsn=c078f784_1SunTrail_FAQ_2024-05
If the project is within a boundary of a MPO, it must be an MPO priority [Section 339.175(8), F. S.]; o Board of County Commissioners in nonmetropolitan areas [Section 339.135(4)(c)1, F. S, Trail program funding? Pursuant to Section 339.81, F. S., components funded by the SUN Trail program, Single Audit Act (FSAA), Section 215.97, F. S. The district will assign a point of contact to provide, will be high. LOS scores are typically awarded on an ordinal “letter grade” scale of A through F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/systems/suntrail/guidance/suntrail_faq_2024-05.pdf?sfvrsn=6f97686b_1BCR_South_EA_07-17-2024
and Sole Source Aquifer Checklist Appendix E Advanced Notification Appendix F Noise and Vibration, to the existing freight rail and intercity passenger r a i l services t h a t currently operate o n the F l o r, along the route. • Accommodation f or a future C i ty Complete S t r eets typical s ection at SW 17th S, Environmental Analysis The p u r pose o f this s ection i s t o d escribe t h e potential s o cial
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/bcr_south_ea_07-17-2024.pdf?sfvrsn=d94477b_1700-010IndReviewPkg
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, ft 2.5 3 3 3 2.5 2.5 3 3 2.5 T O T A L P A N E L A R E A ( S F ) ALUMINUM, .� SHEET Soil Plate Details Driven Post, Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM, Detail Frequently Used Sign Clusters 9, 10, & 11 D R A F T 8 / 1 5 / 2 0 2 4 8 : 0, . Install sign with ESU sign panel in the undeployed (up) position. D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-010indreviewpkg.pdf?sfvrsn=665e6499_1700-010FHWAReviewPkg
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, ft 2.5 3 3 3 2.5 2.5 3 3 2.5 T O T A L P A N E L A R E A ( S F ) ALUMINUM, .� SHEET Soil Plate Details Driven Post, Concrete Stub, and F. Galvanized Bolts (Sleeve): ASTM, Detail Frequently Used Sign Clusters 9, 10, & 11 D R A F T 8 / 1 5 / 2 0 2 4 8 : 0, . Install sign with ESU sign panel in the undeployed (up) position. D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-010fhwareviewpkg.pdf?sfvrsn=48f7cbe2_1521-002
Joint 8 2 521-002 PIER PROTECTION BARRIER 11/01/24 G A orB A orB F E G F E Barrier (PPB, 5S2 SYMMETRICAL FOOTING OPTION SECTION F-F BARRIER FOOTING OPTIONS Steel Qty. = 63.5 LB/FT, a n s f o r L e n g t h ) Barrier Footing (Typ.) 2'-0" Min. With Bars 5S2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-002.pdf?sfvrsn=c4aa0d1d_1649-020
: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX S h a f t L e n g t h ( S e e, Documents. G. Sizes and types of conduits and inner ducts for network communications between the F, . F. Handhole Frame: ASTM A709 Grade 36 or ASTM A36. E. Anchor Bolts: ASTM F1554 Grade 55 with ASTM, r B o l t S h a f t L e n g t h Anchor Bolt Shaft Diameter Anchor Bolts (Typ, ) (See Shaft Design Table) ( S e e S h a f t D e s i g n T a b l e ) ( S e e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/649-020.pdf?sfvrsn=5bae2b60_1Design Standards 2006
, E And H 233 1 of 1 233.pdf Ditch Bottom Inlets - Types F And G 234 1 of 1 234.pdf Ditch Bottom, Railing - (32" F Shape) 421 1-2 of 2 421.pdf Traffic Railing - (Median 32" F Shape) 422 1-2 of 2, Railing - (42" F Shape) 461 1 of 1 461.pdf Opaque Visual Barrier 470 1-2 of 2 470.pdf Traffic, For Traffic Railing (32" F Shape) 822 1-2 of 2 822.pdf Aluminum Pedestrian/Bicycle Bullet Railing
https://www.fdot.gov/roadway/ds/06/stds.shtmDesign Standards eBook FY 2016-17
and H DGN 233 Ditch Bottom Inlets - Types F and G DGN 234 Ditch Bottom Inlet - Type J, Barrier System IDS DGN 415 Temporary Concrete Barrier DGN 420 Traffic Railing - (32" F Shape) IDS DGN 421 Traffic Railing - (Median 32" F Shape) IDS DGN 422 Traffic Railing - (42, Railing - (Corral Shape) IDS DGN 425 Traffic Railing - (42" F Shape) IDS DGN 430 Crash, /Bicycle Bullet Railing for Traffic Railing (32" F Shape) IDS DGN 822 Bridge Aluminum
https://www.fdot.gov/roadway/ds/17/stds.shtmDesign Standards eBook FY 2017-18
233 Ditch Bottom Inlets - Types F and G DGN 234 Ditch Bottom Inlet - Type J DGN 235, - (32" F Shape) IDS DGN 421 Traffic Railing - (Median 32" F Shape) IDS DGN 422 Traffic, Traffic Railing - (Corral Shape) IDS DGN 425 Traffic Railing - (42" F Shape) IDS DGN, /Bicycle Bullet Railing for Traffic Railing (32" F Shape) IDS DGN 822 Bridge Aluminum Pedestrian
https://www.fdot.gov/roadway/ds/18/stds.shtm700-010FHWAApproved
A L P A N E L A R E A ( S F ) ALUMINUM COLUMN (POST) SELECTION TABLE 11 1 700-010, 11 ft 8 ft 2.5 3 3 3 2.5 2.5 3 3 2.5 T O T A L P A N E L A R E A ( S F, ., Area = 16 ft.� SHEET Soil Plate Details Driven Post, Concrete Stub, and F. Galvanized Bolts, Slam-Latch Detail Frequently Used Sign Clusters 9, 10, & 11 A P P R O V E D D R A F T 8, P P R O V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/700-010fhwaapproved.pdf?sfvrsn=700b8eb1_12025FDM214Drwys
, or D (see FDM 214.1.1 ). Connection Categories E, F and G (i.e., traffic volume > 4,000 trips/day, . Flare (F) – The total length of angled approach/exit at the edge of roadway for a flared driveway, ’ Min 36’ Max 24’ Min 36’ Max F Flare (Drop Curb) 10’ Min 10’ Min N/A R Radial Returns (Radius) N, ’ Max F Flare (Drop Curb) N/A N/A N/A R Radial Returns (Radius) 15’ Min 25’ Std 50’ Max 25, for radial return driveways are given by road type (curbed o r f lush shoulder roadways) and Connection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm214drwys.pdf?sfvrsn=d69b7eb7_1An easy to implement empirical approach for estimating underwater sound transmission loss during pile driving in Florida
- micdecayequationsforunderwatersoundattenuationin channelsassumethatallsoundisproducedabovethecutoff frequency.Thecutofffrequency,f c, - ingexpressionfromJensenetal.(2011): f c ¼ C w 4D ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi 1 C w C b 2 s ; (15) where c, . TABLEIV.Waterdepthandcutofffrequencydatafromeachdrive. Sitename f c (Hz) c b (m/s) BaywayE2951617 Dunn’sCreek1251673, ,S.V.D.,Benda-Beckmann,A. M.V.,Lam,F.-P.A.,Jansen,E.,Jong,C.A.F.D.,andAinslie,M.A. (2017, ,H.V.,Knowlton,C.,Lam,F.-P.A., Hawkins,A.,andPopper,A.N.(2016).“Internationalharmonizationof
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/protected-species/an-easy-to-implement-empirical-approach-for-estimating-underwater-sound-transmission-loss-during-pile-driving-in-florida.pdf?sfvrsn=29e66083_14416362 - Virtual KO Presentation - Monterey Road
Railroad Crossroad 6 We l c o m e a l l E l e c t e d O f f i c i a l s 7 | FDOT District 4 | SR, • Archaeological Sites • Section 4(f) • Section 6(f) • Recreational Areas PD&E Manual Update Effective July 1, ): Not Evaluated • More than 50 parcels contain unrecorded historic-aged resources Section 4(f) Public Parks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/montereyrd-fec-study-documents/4416362---virtual-ko-presentation---monterey-road.pdf?sfvrsn=904026f8_1ALL-FMPP-Slides
1 Office of Policy Planning O f f iceo fPo l icyP lann ing Conso l ida tedP lann ingG ran t Thu rsdayDecembe r5 ,2019 Presented by: Mark Reichert, Administrator for Metropolitan Planning, UPDAT E F lorida Metropolitan Planning Partnership Workshop December 5, 2019 Mark Reichert, RY O F PERFORMANCE MANAGEMENT 48 Florida Transportation Commission Performance and Production, . f loridatransportationplan.com to become a friend of a subcommittee Get Involved! How will we
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/all-fmpp-slides.pdf?sfvrsn=697ba8b5_1Chapter5s12Redline
) Addition/Deletion of items of work (f) Other Geometric designs (such as varied cross slope) (4, added, revised, or deleted (f) All driveways not shown on the original Contract Plans; driveways, Documentation Revised: May 31, 2024TBD Final As-Built Plans 5.12-10 (f) Show the type of pipe, ) Enter Shop Drawings into EDMS, and reference the EDMS number within the Final As-Built Plans. (f, Distribution Pattern (1 through 5) (d) Correlated Color Temperature (e) Input Wattage (f) Input
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter5s12redline.pdf?sfvrsn=ce8404ad_12Section62V2-725
that is requiring calibration. F. Visually inspects or ensures that a qualified technician inspects each Pipe, in the delivered Pipe products, as well as a compliance statement with Buy America provisions. F, date F. Aggregate producer’s certification statement with each shipment indicating that the shipped, of Products F. Serial Number G. Buy America compliance statement and dollar amount of non-domestic, Revised: July 1, 20222025 Volume II: Precast Concrete Pipe 6-2-15 F. Materials certification records
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section62v2-725.pdf?sfvrsn=b8ba699f_13200300-723impl
of material being transported (to the nearest 0.01 ton) f. Project’s Financial Identification, . Unique Truck ID d. Sequential Load Number e. Net Weight for Payment (nearest 0.01 tons) f. Net, to the asphalt plant at a temperature not to exceed 370°F, and equip the transport tanks with sampling, from 200 to 400°F, either in the storage tank or in the asphalt binder feed line. Maintain the asphalt binder in storage within a range of 230 to 355°F in advance of mixing operations. Locate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3200300-723impl.pdf?sfvrsn=7e000b47_27000105.FHWA
Re: StateSpecifications Office Section 700 Proposed S p e c i f i c a t i o n : 7 0 0 0 1 0 5 H i, at 414-4130. Sincerely, S i g n a t u r e o n f i l e D a n i e l S c h e e r , P . E . S t a t e S p e c i f i c a t i o ns E n g i n e e r D S / d t A t t a c h ment cc: FloridaTransportation, U B A R T I C L E 7 0 0 - 4 . 1 4 i s d e l e t e d a n d t h e f o l l o w i n g s u b s t i t u t, u i t b o a r d ( P C B ) . S U B A R T I C L E 7 0 0 - 4 . 1 4 i s d e l e t e d a n d t h e f o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7000105.fhwa.pdf?sfvrsn=49c6e22_0