3726 search results for fla

MPOAC-Executive-Committee-Meeting-Packet

the information provided. The most accurate capture of the budget is the FLAIR report with shows all of the MPOAC funding (other than FTA funds). As shown on the FLAIR report, the MPOAC budget is solid, (FLAIR) system. (B) Amendments/Revisions to the UPWP. (1) Modifications: Modifications

ch10s06

shall be established in advance. The district may choose to pay on a flat fee basis or a commission, the preservation of the safety of the facility and its users. Manufacturing or storing flammable, explosive

Right of Way Property Leases_10 6

shall be established in advance. The district may choose to pay on a flat fee basis or a commission, the preservation of the safety of the facility and its users. Manufacturing or storing flammable, explosive

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

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

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

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

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

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

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

Accessing Transit - Design Handbook for Florida Bus Passenger Facilities

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

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

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

3367 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

44728715201-PLANS-03-SIGNALIZATION

DON'T CROSS STEADY TIMER FLASHING US 27 TO CROSS PUSH BUTTON Vehicles Watch For START, STEADY TIMER FLASHING FRANCISCO ST TO CROSS PUSH BUTTON FTP-68B-6 9" X 18" 2 EA FTP-68B-6 9, To Finish Crossing TIME REMAINING DON'T CROSS STEADY TIMER FLASHING US 27 TO CROSS PUSH BUTTON, REMAINING DON'T CROSS STEADY TIMER FLASHING W C OWEN AVE TO CROSS PUSH BUTTON FTP-68B-6 9, FLASHING US 27 TO CROSS PUSH BUTTON Vehicles Watch For START CROSSING If Started Finish

454941 Technical Scope

; City of Winter Haven; Cogent Communications; Duke Energy; Fla Gas Trans; Florida Public Utility, are only to be used for flashing beacon installations. The existing span wire was found, . Coordinate service type with maintaining agency (flat rate or metered). Pedestrian assemblies, service type with maintaining agency (flat rate or metered). 17 Pedestrian assemblies, with maintaining agency (flat rate or metered). Pedestrian assemblies and detection:  With the recommended