4643 search results for fla

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

521-660

) (Typ.) Bars 4H1 & 4G OPTION 2 - ELEVATION VIEW to edge of Girder Flange Maintain pedestal depth, 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) to Top Slab Bars 4G

fdot-bdv29-977-66-rpt

 Technical Memorandum FDOT Master University Agreement BDV29-977-66 Assessment of the Mobility Energy Productivity (MEP) Metric for Transportation Applications in Florida Deliverable 6 –Final Report Prepared For Transit Office Florida Department of Transportation Prepared By Xia Jin, Daniel Frolich, Md Nizamul Mojumder Florida International University 10555 E Flagler St., EC 3603, Florida International University 10555 W. Flagler Street Miami, Florida 33174 10. Work Unit

Accessing Transit - Design Handbook for Florida Bus Passenger Facilities

D4 Public Hearing Report 2027 - Broward

Enterprise 437454-1 - SFRC FLAGGING AND EMERGENCY SERVICES Type of Work: RAIL PRESERVATION PROJECT, By: Item/Segment SUBJECT TO CHANGE BROWARD COUNTY Highways 448290-1 - HONEY HILL DR FROM FLAMINGO, 145TH AVE TO FLAMINGO ROAD Type of Work: BIKE LANE/SIDEWALK Phase Fund Code 2027 2028 2029 2030 2031

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

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

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

430-030

 9 / 2 6 / 2 0 2 5 1 : 0 1 : 4 8 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 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

CR557_90%_Drainage_Design_Documentation

wider than any culvert it serves. Side slopes of outfall ditches shall be 2:1 or flatter, unless, flat. Existing ground elevations vary between elevations 134 feet near I-4 to 174 feet near the CSX

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

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

freshwater-mussel-pa-update_jan2024_FWSsigned

Freshwater Mussel PA Update_Jan2024_ForPosting

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

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

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

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

sr5_aviation-blvd_Public Hearing Exhibit Boards

CENTER LAUNDRY FLAMINGO TINTING & WINDOW MJM CAR WASH SOCIETY COUNTY HISTORICAL INDIAN RIVER

20240618_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