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BCR-South Virtual PIM Presentation Final - December 6 (BCT)
ERING 22 SOUTH F T. LAUDERDALE STATION 23 SOUTH F T. LAUDERDALE STATION 24 SOUTH F T. LAUDERDALE STATION 25 SOUTH F T. LAUDERDALE STATION RENDERING 26 SOUTH FT. LAUDERDALE STATION RENDERING, Coordination with the State Historic Preservation Officer Recreational Section 4(f)(Parks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/bcr-south-virtual-pim-presentation-final---december-6-(bct).pdf?sfvrsn=128865dd_1Appendix I - FRA Rail System Plan Checklist_Oct2023_ADA
information can be found in Appendix E: Economic Impacts of Freight Rail, and Appendix F: Economic Impacts, these investments will provide to the state. Appendices E and F highlight the economic impact, will add to the state. Appendices E and F highlight the economic impact of rail service, environmental impacts. Table 2-30 compares the environmental impact of rail with other modes. (F, economic and employment impacts. Appendices E and F discuss these impacts in further detail. (G
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FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid placing infrared sensors, . Install axle sensors and loops associated with axle sensors D R A F T NARROW SIDE PATH, TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid, -in cable slots. Ensure saw cuts do not D R A F T LARGE SHARED USE PATH CONFIGURATIONS, -MOTORIZED MONITORING SITE TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/695-001intreviewpkg.pdf?sfvrsn=de0c08a6_22024 April & May City Briefings_All Stakeholders Presentation
AVE DIXIE HWY DIXIE HWY P I E R C E S T P I E R C E S T F I L M O R E S T F I L M O R E S T P O L K S T P O L K S T T A Y L O R S T T A Y L, A N S T N 20 TH AVE N 20 TH AVE F I L M O R E S T F I L M O R E S T T, Section 4(f)(Parks and Preserves) ENVIRONMENTAL CONSIDERATIONS *ANTICIPATED MINOR IMPACTS • Land Use
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Center Of ' B F ' A 1 " ¡ Pole and Anchor Bolt ¡ Pole and Anchor Bolt Base Plate 'RC' Spaces, ELEVATION FOUNDATION Shaft Diameter S h a f t L e n g t h Base Plate Dia. Bolt Circle Dia, .) Drilled Shaft Center Of ' B F ' A 1 " ¡ Pole and Anchor Bolt ¡ Pole and Anchor Bolt Base, ) PLAN ELEVATION FOUNDATION Shaft Diameter S h a f t L e n g t h Base Plate Dia. Bolt, R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-031indreviewpkg.pdf?sfvrsn=299cbd0e_1695-001IntReviewPkg
TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18, axle sensors and loops associated with axle sensors D R A F T NARROW SIDE PATH CONFIGURATIONS, TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid, -in cable slots. Ensure saw cuts do not D R A F T LARGE SHARED USE PATH CONFIGURATIONS, MONITORING SITE TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/695-001intreviewpkg13bff66b-07e9-4f83-99fe-894f8b1f3595.pdf?sfvrsn=f4059cda_1PolishingYourPrints
Pen Tables All ti i tbl b i d t f t h Mdif P T bl d il Sti All operations concerning pen tables can, can change this in the bl dl h ll h l l f Pen Table Options dialog, however, to allow more than one, Ci li f i dfii h d i hih i d h Contains a list of section names, defining the order in which, , then the section's set of Element OttAti ifd d llbt ti bd If th thlt i d t th t ti f l ti Output, . • On—If o n , t h e F i l l C olor and Fill Pattern fields are enabled. All selected elements are printed
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Center Of ' B F ' A 1 " ¡ Pole and Anchor Bolt ¡ Pole and Anchor Bolt Base Plate 'RC' Spaces, ELEVATION FOUNDATION Shaft Diameter S h a f t L e n g t h Base Plate Dia. Bolt Circle Dia, .) Drilled Shaft Center Of ' B F ' A 1 " ¡ Pole and Anchor Bolt ¡ Pole and Anchor Bolt Base, ) PLAN ELEVATION FOUNDATION Shaft Diameter S h a f t L e n g t h Base Plate Dia. Bolt, R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/649-031fhwareviewpkg.pdf?sfvrsn=7b938332_1695-001IndReviewPkg
TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18, axle sensors and loops associated with axle sensors D R A F T NARROW SIDE PATH CONFIGURATIONS, TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid, -in cable slots. Ensure saw cuts do not D R A F T LARGE SHARED USE PATH CONFIGURATIONS, MONITORING SITE TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/695-001indreviewpkg.pdf?sfvrsn=b6dbe189_1695-001FHWAReviewPkg
TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18, axle sensors and loops associated with axle sensors D R A F T NARROW SIDE PATH CONFIGURATIONS, TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid, -in cable slots. Ensure saw cuts do not D R A F T LARGE SHARED USE PATH CONFIGURATIONS, MONITORING SITE TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/695-001fhwareviewpkg.pdf?sfvrsn=88e7397b_1520-020
, For Curb Details see Index 520-001) TYPE F TYPE E NOTES: intermediate joints not to exceed 10, INSTALLATIONS - TYPE "F" CURB BACKER ROD EXPANSION JOINTS DETAIL AT POURED JOINT WITH LONGITUDINAL, '-0" Width = 0.080 CY - 0.109 CY TYPE "F" TYPE "E" NOSE: 8'-6" Width = 0.132 CY per Ft. - 0.164 CY, CY per Ft. TYPE "F" TYPE "E" CONSTANT WIDTH OF SEPARATOR: CONCRETE: wearing surface thickness, BRIDGE INSTALLATIONS - TYPE "E" AND "F" CURB OPTION II OPTION I Bars 4A & 4C Bars 4C Bars 4A
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. Identification Tag: (Submit details for approval.) F. Perform all welding in accordance with AWS D1.2. E, Bolts: ASTM F3125, Grade A325, Type 1 F. Base Bolts, Nuts and Washers: B108, Alloy 356-T6 E, s ( S e e F o u n d a t i o n N o t e 2 ) Sheet 1) Notes on (See General Base Shoe Cast Aluminum " 1 6 5 5 " 1 6 5 5 ( S e e F o u n d a t i o n N o t e 1 ) 10" Pole Base O.D. 3 ' - 6 " M i n . F o u n d a t i o n D e p t
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/715-003.pdf?sfvrsn=e6b7eff7_1Design Standards eBook FY2012-2013
- Types C, D, E and H 233 2 Ditch Bottom Inlets - Types F and G 234 2 Ditch Bottom, 420 4 Traffic Railing - (32" F Shape) IDS-420 DGN-420 421 4 Traffic Railing - (Median 32" F, Shape) IDS-424 DGN-424 425 3 Traffic Railing - (42" F Shape) IDS-425 DGN-425 461 1 Opaque, 821 1 Bridge Aluminum Pedestrian/Bicycle Bullet Railing for Traffic Railing (32" F Shape) IDS-821
https://www.fdot.gov/roadway/ds/12/stds.shtmDesign Standards eBook 2013
, D, E and H 233 2 Ditch Bottom Inlets - Types F and G 234 2 Ditch Bottom Inlet - Type, Railing - (32" F Shape) IDS-420 DGN-420 421 4 Traffic Railing - (Median 32" F Shape) IDS-421, 425 3 Traffic Railing - (42" F Shape) IDS-425 DGN-425 430 2 Crash Cushion Details R2013-05, DGN-820 821 1 Bridge Aluminum Pedestrian/Bicycle Bullet Railing for Traffic Railing (32" F Shape
https://www.fdot.gov/roadway/ds/13/stds.shtmDesign Standards eBook 2014
and H 233 Ditch Bottom Inlets - Types F and G 234 Ditch Bottom Inlet - Type J, Barrier 420 DSR Traffic Railing - (32" F Shape) IDS-420 DGN-420 421 DSR Traffic Railing - (Median 32" F Shape) IDS-421 DGN-421 422 DSR Traffic Railing - (42" Vertical Shape) IDS-422, - (Corral Shape) IDS-424 DGN-424 425 DSR Traffic Railing - (42" F Shape) IDS-425 DGN-425 430 DSR Crash, DGN-820 821 Bridge Aluminum Pedestrian/Bicycle Bullet Railing for Traffic Railing (32" F Shape) IDS-821
https://www.fdot.gov/roadway/ds/14/stds.shtmDesign Standards eBook 2015
Inlets - Types F and G 234 Ditch Bottom Inlet - Type J 235 Ditch Bottom Inlet - Type, - (32" F Shape) IDS-420 DGN-420 421 Traffic Railing - (Median 32" F Shape) IDS-421 DGN-421 422, Railing - (42" F Shape) IDS-425 DGN-425 430 Crash Cushion Details IDS-430 461 Opaque Visual, Railing (32" F Shape) IDS-821 DGN-821 822 Bridge Aluminum Pedestrian/Bicycle Bullet Railing
https://www.fdot.gov/roadway/ds/15/stds.shtmDesign Standards eBook 2016
233 Ditch Bottom Inlets - Types F and G DGN 234 Ditch Bottom Inlet - Type J DGN 235, 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" Vertical Shape) IDS DGN 423, DGN 425 Traffic Railing - (42" F Shape) IDS DGN 430 Crash Cushion Details IDS DGN 461, (32" F Shape) IDS DGN 822 Bridge Aluminum Pedestrian/Bicycle Bullet Railing Details IDS
https://www.fdot.gov/roadway/ds/16/stds.shtm695-001FHWAApproved
11. If crossing pavement joints see DETAIL "F" on Sheet 18. 10. Avoid placing infrared sensors near, axle sensors and loops associated with axle sensors A P P R O V E D D R A F T NARROW, FLOW TRAFFIC FLOW TRAFFIC FLOW TRAFFIC FLOW 11. If crossing pavement joints see DETAIL "F, of the sensor and lead-in cable slots. Ensure saw cuts do not A P P R O V E D D R A F T, TRAFFIC FLOW TRAFFIC FLOW A 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/2026/695-001fhwaapproved.pdf?sfvrsn=935574a0_14416362- In-Person KO Presentation - Monterey Road
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 714/Monterey Road, Issue Section 106 (NHPA) • Historic Sites/Districts • Archaeological Sites • Section 4(f) • Section 6(f) • Recreational Areas PD&E Manual Update Effective July 1, 2023 Required Agency, contain unrecorded historic-aged resources Section 4(f) Public Parks, Recreation Areas
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TO: SpecificationReviewDistributionList FROM: DanielScheer,P.E.,StateSpecificationsEngineer SUBJECT:Proposed S p e c i f i c, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S e c t i o n 9 0 1 F i n e A g g r e g a t e, ASTMC143 UnitWeight* +/-2.0lbs ASTMC138 Temperature ≤100°F ASTMC1064 *Whenthese values are outside, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . not to exceed 100°F **ForvaluesasspecifiedintheapprovedDesignMixpriortotheadditionof, cylinders.Provide a curing box at the project when the temperature is expected to fall below 40°F. Test two
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