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Exhibit 220-5 Redlines
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-5-redlines.pdf?sfvrsn=ad3a402a_3fdot-bed27-977-02-rpt
of the intersection. • Corridor segments were clipped to exclude 250 feet from major intersections. 15 • Ramps, signalized intersections were expected to have crash characteristics difference from the corridor as a whole, the corridors were divided into signalized intersections and the segments between them. While longer crossing distances proved problematic at intersections, the primary factor determining, of these “high-risk” uses present along corridor segments and at signalized intersections. Detailed analyses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed27-977-02-rpt.pdf?sfvrsn=c524bcc2_1Exhibit 220-3
" 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-220-3.pdf?sfvrsn=14e08f33_1Exhibit 220-3
" 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-220-3.pdf?sfvrsn=29714070_1FHWA-Proven-Safety-Countermeasures-Presentation-1-27-22
: speed management intersections roadway departures pedestrians/ bicyclists crosscutting strategies Speed Management Intersections Pedestrians/ Bicyclists Roadway Departures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/fhwa-proven-safety-countermeasures-presentation-1-27-22.pdf?sfvrsn=ec6faaa1_1Exhibit 220-2 Redlines
RAILROAD CROSSING AT TWO-LANE ROADWAY Stop Bar Perpendicular to Edge of Travel Way Or 8' From & Parallel To Gate When Present. DO NOT STOP 24" White ON 6" Wh't TRACKS I e � Min. RB-8 � o · Railroad Gate ROEPavementMarking Construction Line � (For Reference) , RB-8 For Use Near Signalized Intersections DONOT STOP ON TRACKS 6" 6" " , 6' '-- PavedShoulder 6, STOP / ON / TRACKS 'Min. RB-8 For Use Near Signalized Intersections oul Area(Typ.) ---"I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-2-redlines.pdf?sfvrsn=fb3a7fe6_4Exhibit 220-4
" 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-4.pdf?sfvrsn=7e49eeb6_2Exhibit 230-8
AND LANE LINE MARKINGS INTO SIGNALIZED INTERSECTION TYPICAL DOTTED LINE MARKINGS TO EXTEND CENTER LINE Legend Lane Assignment Arrow Arterial/Collector Traffic Installation Details 1) 2) FDM 230.4.6. receiving lane meets or exceeds 60 ft. See the side street stop bar to the arterial d ö 60 ft. The distance of the left turn from d 1 9 ' - 6 7 / 1 6 " 4 3 ' - 3 1 / 2 " be dotted guide yellow lines. Center line extensions in the intersection shall d 1 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-230-8.pdf?sfvrsn=6829daa2_1Exhibit 230-8
AND LANE LINE MARKINGS INTO SIGNALIZED INTERSECTION TYPICAL DOTTED LINE MARKINGS TO EXTEND CENTER LINE Legend Lane Assignment Arrow Arterial/Collector Traffic Installation Details 1) 2) FDM 230.4.6. receiving lane meets or exceeds 60 ft. See the side street stop bar to the arterial d ö 60 ft. The distance of the left turn from d 1 9 ' - 6 7 / 1 6 " 4 3 ' - 3 1 / 2 " be dotted guide yellow lines. Center line extensions in the intersection shall d 1 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-230-8.pdf?sfvrsn=42215c31_1Exhibit 230-8
AND LANE LINE MARKINGS INTO SIGNALIZED INTERSECTION TYPICAL DOTTED LINE MARKINGS TO EXTEND CENTER LINE Legend Lane Assignment Arrow Arterial/Collector Traffic Installation Details 1) 2) FDM 230.4.6. receiving lane meets or exceeds 60 ft. See the side street stop bar to the arterial d ö 60 ft. The distance of the left turn from d 1 9 ' - 6 7 / 1 6 " 4 3 ' - 3 1 / 2 " be dotted guide yellow lines. Center line extensions in the intersection shall d 1 9
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-8.pdf?sfvrsn=958e3388_1COFL2024-UserGuide
is referenced as north. • Standard, arterial road intersections (e.g. 4 X 4 Intersection), • Freeway, scenarios. Figure 10 Intersection Data Screen for 4 X 4 Intersections -14- Example 2. N-S Freeway, CO Florida 2024 User’s Guide FDOT Intersection Air Quality (CO) Screening Model Florida, .................................................................................................................... 10 INTERSECTION TYPE SCREEN............................................................................................... 11 INTERSECTION DATA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/software/cofl2024-userguide.pdf?sfvrsn=1086c114_12024nov-thu04-FHWAPedSafetyAtIntersections
. f hwa.dot.gov/intersection/about/fhwasa22017.pdf 16 Improving Intersections for Peds & Bikes 17, at Intersections 2 To t a l US Pedestrian Fatalities 2010-2020 4,302 4,457 4,818 4,779 4,910 5,494 6,080, /shsp-2021/shsp_mar21.pdf?sfvrsn=5452dad_0 In Florida, there is one pedestrian death at an intersection every 50 hours At least 3 pedestrians will die every week …at or near an intersection. • Safety, • $$$ Source: Mark Doctor, FHWA Intersection Challenges SAFE SYSTEM PRINCIPLES Source: FHWA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu04-fhwapedsafetyatintersections.pdf?sfvrsn=4c205151_12024nov-thu04-FHWAPedSafetyAtIntersections
. f hwa.dot.gov/intersection/about/fhwasa22017.pdf 16 Improving Intersections for Peds & Bikes 17, at Intersections 2 To t a l US Pedestrian Fatalities 2010-2020 4,302 4,457 4,818 4,779 4,910 5,494 6,080, /shsp-2021/shsp_mar21.pdf?sfvrsn=5452dad_0 In Florida, there is one pedestrian death at an intersection every 50 hours At least 3 pedestrians will die every week …at or near an intersection. • Safety, • $$$ Source: Mark Doctor, FHWA Intersection Challenges SAFE SYSTEM PRINCIPLES Source: FHWA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu04-fhwapedsafetyatintersections.pdf?sfvrsn=2bfdef21_1UnCorridor
• Create Profiles by Intersection Points on ends • Create Proposed Terrain from 3D lines • Add, : Examples: • Develop a CL line through the intersection, • Construct 2D elements around the perimeter of the intersection, • Develop/design the profiles for each of the perimeter line, • Build an intersection terrain boundary using the 3D perimeter elements, • Add break lines if necessary to the intersection terrain, • Add surface templates to the intersection terrain, • Use linear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/uncorridor.pdf?sfvrsn=7bdbcd44_2DDC FDM D217 2026 02
intersection is not provided. Presence of closely spaced intersections is not necessarily a fatal, could increase the queues at adjacent intersections causing spillback into the crossover intersection, an intersection where vehicle paths merge, diverge, or cross. Crossing conflict points pose the most, intersection has 26 total and 10 crossing conflict points, whereas the DDI has14 total and 2, to keep project costs low. • High through volumes – Because the crossover intersections require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/ddc/2026fdmd217ddi.pdf?sfvrsn=1659b77a_4TEO-26-11
at signalized and stop-controlled intersections. Roundabouts could also reduce delays and improve traffic flow. Compared to traditional intersections, roundabouts have fewer conflict points, . The Florida Department of Transportation (FDOT) Intersection Control Evaluation (ICE) procedure provides, intersection locations on the SHS 1 . The guidelines require using the Safety Performance for Intersection Control Evaluation (SPICE) tool to conduct the predictive safety analysis of roundabouts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/teo-26-11.pdf?sfvrsn=842dea4b_1FDOT Design Manual Redlines
intersection improvements with the understanding that when existing R/W is adequate, new construction, Variation that addresses all of the following design elements: • Intersection Sight Distance • Stopping, should include all affected intersections within a corridor; i.e., it is not necessary to process, ) at intersections or driveways. (2) Median Islands and Traffic Separators: To separate traffic in opposing, square feet or more, however, must not be less than: (a) 50 square feet for intersections within C4, C5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/fdot-design-manual-redlines.pdf?sfvrsn=4cabc2c2_1fdot-bdv31-977-116-rpt
Bigdata Analytics and Artificial Intelligence for Smart Intersections Final Report for FDOT, for Smart Intersections 5. Report Date June 2022 6. Performing Organization Code 7. Author(s, intersections. The techniques developed as part of this project are used to process data streams from video-camera and LIDAR systems installed at traffic intersections (along with the loop detector data, from data streams obtained using standard fisheye cameras and LIDARs mounted at intersections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-116-rpt.pdf?sfvrsn=6ab1a270_6fdot-bed25-977-14-rpt
) systems to enhance pedestrian safety and optimize traffic operations at signalized intersections, detection system deployed at city intersections. www.cutr.usf.edu vi Executive Summary, operations at signalized intersections and midblock crossings. These advanced systems aim to address, , such as detection inaccuracies due to environmental factors, intersection layout, or no separate pedestrian, ........................................................................................................... 19 3.1.2 Signalized Intersection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-14-rpt.pdf?sfvrsn=ccc8707f_3444634-1_SR72-IbisSt_ICE-Memo_FINAL
-roundabout Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S, Intersections TYPE OF INTERSECTION Sheet Northbound Southbound Eastbound N-S / Crossing North-South, /Ibis Street Intersection Control Evaluation (ICE) - Stage 1 PROJECT: SR 72 Project Development, /Ibis Street Intersection (Sarasota County) –- Stage 1+ Intersection Control Evaluation INTRODUCTION/PROJECT BACKGROUND This memorandum documents the Intersection Control Evaluation (ICE) conducted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26123/444634-1_sr72-ibisst_ice-memo_final.pdf?sfvrsn=dbe26995_1