3009 search results for intersection

Exhibit 220-4 Redlines

" Yellow 6" White Bike Lane R8-8 Railroad Gate 24" White Intersections Signalized For Use Near R8-8 Railroad Gate Intersections Signalized For Use Near R8-8 24" White R8-8 Sidewalk Bike

Exhibit 230-3-4 Redlines

 W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y 50' min. 22'-115/16" 50' min. 50' min. 53'-91/4" ** ** Installation Details * R5-1a R5-1 33'-63/16" 33'-63/16" 97'-73/16" 50' typ. 50' typ. 200' min. R5-1 * D O N O T E N T E R R5-1 * 33'-63/16" 99'-7/8" 33'-63/16" UNSIGNALIZED INTERSECTIONS, AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS TYPICAL LAYOUT FOR WRONG-WAY

Exhibit 230-3-4

 W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y R5-1a R5-1 200' min. W R O N G W A Y 50' min. 22'-115/16" 50' min. 50' min. 53'-91/4" ** ** Installation Details * R5-1a R5-1 33'-63/16" 33'-63/16" 97'-73/16" 50' typ. 50' typ. 200' min. R5-1 * D O N O T E N T E R R5-1 * 33'-63/16" 99'-7/8" 33'-63/16" UNSIGNALIZED INTERSECTIONS, AT 4-LEG UNSIGNALIZED INTERSECTIONS ALONG DIVIDED ARTERIALS/COLLECTORS TYPICAL LAYOUT FOR WRONG-WAY

Exhibit 220-2

 R R TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT RAILROAD CROSSING AT TWO-LANE ROADWAY R8-8 Railroad Gate 1 2 ' M i n . Foul Area (Typ.) R8-8 For Use Near Signalized Intersections R8-8 For Use Near Signalized Intersections Paved Shoulder RPM Spacing at 10' Maximum 1 5 ' 6 .0 4 7 3 RDE Pavement Marking Construction Line (For Reference) 01/01/2026 2 0 ' 5 0 ' 6 ' 2 0 ' 2 0 ' W10-1 24

Exhibit 220-3

 TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-3 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n Intersections Signalized For Use Near R8-8 M e d i a n Dimensions not shown for clarity, see Exhibit 220-2. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement

2024FDM231Lighting

intersection segment and for each roadway segment between signalized intersections. Roadway lighting, Intersection 231.3.2.1.1 Intersection Lighting Retrofit For existing signalized intersections, , intersection, interchange, sidewalk, etc.). 231.1.2 Structural Supports AASHTO’s LRFD, or Less N/A Signalized Intersection and Roundabout Lighting New or Reconstruction 3.0 Std. 1.5 Min. 1.5 Std. 1.2 Min. 4:1 or Less 10:1 or Less N/A Intersection Lighting Retrofit 1.5 Std. 1.0

2024FDM231Lighting

segment between signalized intersections. Roadway lighting for roadway segments, signalized intersection, 231.3.2.1.1 Intersection Lighting Retrofit For existing signalized intersections where a full, , intersection, interchange, sidewalk, etc.). 231.1.2 Structural Supports AASHTO’s LRFD, Classifications 0.8-1.0 N/A 3:1 or Less 10:1 or Less N/A Signalized Intersection and Roundabout, N/A Intersection Lighting Retrofit 1.5 Std. 1.0 Min. 1.5 Std. 1.0 Min. Isolated Lighting

9 - NoBuild Alternative, Traffic, LOS_I95

) is failing at Griffin Road, Stirling Road, and Sheridan Street intersections Existing Traffic: Future

Traffic Engineering Manual-Dec 2023

………………………………..………….…..……...……..2-37-1 2.37.5 Advance Street Name Signs at Signalized Intersections…….…..2-37-2 2.37.6 Advance Street Name Signs at Non-Signalized Intersections.…..2-37-5 2.37.7 Advance Street Name Plaques on Intersection Warning and Advance Traffic Control Signs………………………………..…..……...……..2-37-6 2.38 Use of Generators and Portable Stop Signs at Non-Functioning Signalized Intersections, Intersections and Deploying Flashing Beacons……………………………….……………………………………..……..3-1-1 3.1.1 Definitions

2025FDM223Bikes

• Intersection bicycle boxes and two-stage bicycle turn boxes • Paved shoulders • Shared use paths, : Topic #625-000-002 FDOT Design Manual 223 - Bicycle Facilities (1) At an intersection approach, 150 feet in advance of the intersection to provide sufficient distance for an automobile or truck, (b) The far side of major intersections (c) Prior to and within the keyhole lane (4) The maximum, an intersection with a right-turn lane, consider providing a 17- foot right-turn lane for development

N-Miss

-MISS project to quickly demonstrate tangible safety and operational improvements at intersections, events will be generated for project intersections. The project will also develop recommendations, intersections on the state roads in City of Lakeland, Seminole County and City of West Palm Beach

Exhibit 220-4

Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings

Exhibit 220-4

Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings

Air Quality Technical Memorandum

was performed and no signalized intersections were noted. Carbon monoxide impacts result when traffic patterns are stopped at signalized intersections. The Florida Department of Transportation’s screening, , given the lack of signalized intersections along the project corridor under both the existing

US 41 FRAME

. Equipment will be installed at 25 traffic signals (20 intersections, 5 pedestrian crossings). The corridor is 6.6 miles long, with 21 intersections in a 3.4 mile segment south of the Caloosahatchee River, and 4 intersections in a 2.0 mile segment north of the river. Devices to be installed include CAV

Exhibit 220-5

Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections T R A C K S O N S T O P D O N O T R8-8 For Use Near Signalized Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings

Accessing Transit - Design Handbook for Florida Bus Passenger Facilities

Signs, Signals & Markings (Bike)

through the intersection. Ride big and be predictable. Ride farther left, especially when approaching intersections. This helps drivers know your intended riding direction when crossing the intersection. A bicyclist may use the full lane, especially when approaching intersections. Ride, proceeding through an intersection should signal and communicate with the motor vehicle drivers, may be installed at signalized intersections where markings are used to indicate the location

FDOT Highlights Major Enhancements to Drive Down Pedestrian Injuries and Fatalities During Pedestrian Safety Month

and Fatalities During Pedestrian Safety Month Projects include improved intersection lighting, safer mid, countermeasures on state-owned facilities, such as improved intersection lighting, advanced moveable bridge, projects across the state totaling over $114 million: Intersection Lighting Retrofit Program, visibility for motorists at night at over 2,500 intersections across the state. FDOT's analysis shows that this proven safety countermeasure is estimated to reduce nighttime intersection

444634-1_SR72-LorraineRd_ICE-Memo_FINAL

Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S / Crossing North-South Legs, for Non-roundabout Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S, of Lanes for Non-roundabout Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S, Number of Lanes for Non-roundabout Intersections TYPE OF INTERSECTION Sheet Northbound Southbound, Results for Non-roundabout Intersections 1 Bowtie N-S 2 2 2 2 Project Name: AADT >= 75% Intersection