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_1521-660
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_1430-030
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_1430-030
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_1102-200
" 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_14620702-724IMPL
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_1FONSI 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_1Colorized
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_3PER Outline and Guidance_06102019
of alternatives (based on a fatal flaw analysis) and alternatives that were eliminated from detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/per-outline-and-guidance_06102019_9b67603d-ba05-4602-895f-85dba0350e17.docx?sfvrsn=ebc2422d_2per-outline-and-guidance_08082019
of alternatives (based on a fatal flaw analysis) and alternatives that were eliminated from detail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/per-outline-and-guidance_08082019_9479ef41-0e25-4478-809d-f364687d53f3.docx?sfvrsn=7c8bd00e_2Accessing Transit - Design Handbook for Florida Bus Passenger Facilities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/transit-facilities-design/accessing-transit---design-handbook-for-florida-bus-passenger-facilities_0742674b-52ec-4349-9a89-0e8e6441f169.pdf?sfvrsn=b3739773_1102-200IntreviewPkg
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_1102-200IndReviewPkg
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_1102-200FHWAReviewPkg
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_14620702-724FHWA
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_1sr5_aviation-blvd_Public Hearing Exhibit Boards
CENTER LAUNDRY FLAMINGO TINTING & WINDOW MJM CAR WASH SOCIETY COUNTY HISTORICAL INDIAN RIVER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/sr5aviationblvdpde/sr5_aviation-blvd_public-hearing-exhibit-boards.pdf?sfvrsn=50fc504a_120240618_450722-1_SR 78_12060
NA N 1.2 3.5 4.7 19.0 F Flamingo Dr 70 17.740 SS NA Y 0.9 3.1 4.0 17.0 F Twin Brooks Rd 71
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20240618_450722-1_sr-78_12060.pdf?sfvrsn=a6f36d53_13367 WO-7 Surveyor's Report FM 452558-2 (Horizontal and Vertical PPC and VPC)
– Flamingo Landing FLKW – Key West Ephemeris stated as precise. We downloaded data for the precise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/26615/3367-wo-7-surveyor's-report-fm-452558-2-(horizontal-and-vertical-ppc-and-vpc).pdf?sfvrsn=6b282697_1