4070 search results for fla

SCO BP RFP (LB Local Agency Off-System) CLEAN vers 2025-01a dated 5-9-2025

services (i.e. watchman or flagging services) will be required for less than 20 consecutive days, (i.e. watchman or flagging services) will be required for 20 or more consecutive days (long-term, that no protective services (i.e. watchman or flagging services) will be required: Based on the Local Agency’s Concept Plans, it is anticipated that no protective services (i.e., watchman or flagging, or flagging services) furnished by CSX Transportation, Inc. for less than twenty (20) consecutive days

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/designbuild/dbdocuments/rfpdocs/sco-bp-rfp-(lb-local-agency-off-system)-clean-vers-2025-01a-dated-5-9-2025.docx?sfvrsn=d68991af_1

521-660

4F4 (pairs) (Typ.) Bars 4H1 & 4G OPTION 2 - ELEVATION VIEW to edge of Girder Flange Maintain, lines) Bridge Deck Reinforcing) (Typ.) to clear Traffic Railing, Flat Slab or Bars 4F4 (pairs) (Shift as required shown for clarity) Slab (Reinforcing not Bridge Deck or Flat Reinforcing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-660.pdf?sfvrsn=4ed400b2_1

430-030

 1 0 / 3 / 2 0 2 3 1 1 : 5 9 : 3 9 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2024-25 SHEET INDEX STRAIGHT CONCRETE ENDWALL Pipe GENERAL NOTES: 8. Quantities shown are for estimating purposes only. 7. Construct front slope and ditch transitions in accordance with Index 430-001. way permitting. transitions from the endwall to the flatter side slopes, right of 6. On outfall ditches with side slopes flatter than 1:1.5 provide 20

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/430-030.pdf?sfvrsn=30041c23_1

430-030

 9 / 1 0 / 2 0 2 4 1 2 : 4 2 : 5 7 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX STRAIGHT CONCRETE ENDWALL Pipe GENERAL NOTES: 8. Quantities shown are for estimating purposes only. 7. Construct front slope and ditch transitions in accordance with Index 430-001. way permitting. transitions from the endwall to the flatter side slopes, right of 6. On outfall ditches with side slopes flatter than 1:1.5 provide 20

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/430-030.pdf?sfvrsn=54835578_1

102-200

" Timber Lagging Detour Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ * (Typ.) Bearing, SHOWN, STEEL H PILES AND STEEL PIPE PILES SIMILAR) ELEVATION VIEW * or Flatter 1ƀ * Bearing

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-200.pdf?sfvrsn=8978af4f_1

4620702-724IMPL

ducts, and 12 inches for flat ducts to prevent movement, displacement, or damage from concrete, from the anchorage. 2. Flame cutting of PT steel is not permitted. 3. Do not cut tendon to final

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4620702-724impl.pdf?sfvrsn=7b8125e0_1

FONSI BCR South_Final_9_5_2024

design. Parking Alternative 1: Parking Alternative 1 is located between SW 1st Avenue and Flagler, or new traffic signals, highway-rail grade crossings modifications including new flashers and gates

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/projects_browardcommuterrail/fonsi-bcr-south_final_9_5_2024.pdf?sfvrsn=a4276532_1

Colorized

FLARE WITH PAVED SHOULDERS TO CONNECTING SIMILAR WIDTH PAVEMENTS CONNECTING DIFFERENT WIDTH PAVEMENTS EXISTING SYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO EXISTING ASYMMETRICAL FLARE WITHOUT PAVED SHOULDERS CONNECTING ROADWAY WITH PAVED SHOULDERS TO FLARED - PAVED SHOULDERS 200' 200' 200' 200' L=WS W W 200' 200' L = WS 2 60 FOR DESIGN, .) T d a (mph) SPEED DESIGN 45 1:25 1:30 1:40 TWO-WAY LEFT-TURN LANES UNDIVIDED FLARED

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/colorized.pdf?sfvrsn=8f07ce16_3

102-200IntreviewPkg

Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ * (Typ.) Bearing Similar) Shown Fixed, AND STEEL PIPE PILES SIMILAR) ELEVATION VIEW * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing, 4" x 10" Timber Lagging Detour Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ, * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing Shown, Fixed AB7 Bearings (Expansion 3Ƃ" (AB306 Transom

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200intreviewpkg.pdf?sfvrsn=7257682e_1

102-200IndReviewPkg

Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ * (Typ.) Bearing Similar) Shown Fixed, AND STEEL PIPE PILES SIMILAR) ELEVATION VIEW * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing, 4" x 10" Timber Lagging Detour Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ, * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing Shown, Fixed AB7 Bearings (Expansion 3Ƃ" (AB306 Transom

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200indreviewpkg.pdf?sfvrsn=2de7626d_1

102-200FHWAReviewPkg

Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ * (Typ.) Bearing Similar) Shown Fixed, AND STEEL PIPE PILES SIMILAR) ELEVATION VIEW * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing, 4" x 10" Timber Lagging Detour Bridge Begin or End * or Flatter 1 : 1 ƀ * 1 : 1 ƀ, * or Flatter 1ƀ * Bearing Similar) (Typ.) Bearing Shown, Fixed AB7 Bearings (Expansion 3Ƃ" (AB306 Transom

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-200fhwareviewpkg.pdf?sfvrsn=8292d25b_1

4620702-724FHWA

for round plastic ducts, and 12 inches for flat ducts to prevent movement, displacement, or damage, to 1-1/2 inches away from the anchorage. 2. Flame cutting of PT steel is not permitted. 3. Do not cut, for steel pipes, 24 inches for round plastic ducts, and 12 inches for flat ducts to prevent movement, saw or plasma torch within 3/4 inches to 1-1/2 inches away from the anchorage. 2. Flame cutting

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4620702-724fhwa.pdf?sfvrsn=23de2b5_1
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